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HomeMy WebLinkAboutPermit D10-177 - BURNITE RESIDENCE - IMPROVEMENTBURNITE RESIDENCE 3944 S 113 ST D10 -177 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htip: //www.ci.tukwila.wa.us Parcel No.: 3351400270 Address: 3944 S 113 ST TUKW Suite No: Project Name: BURNITE RESIDENCE DEVELOPMENT PERMIT Permit Number: D10 -177 Issue Date: 12/22/2010 Permit Expires On: 06/20/2011 Owner: Name: BURNITE KERRY L Address: 3944 S 113TH ST , TUKWILA WA 98168 Contact Person: Name: SHARYN PARKER Address: 7277 PERIMETER RD S , SEATTLE WA 98108 Contractor: Name: G & G SPECIALTY CONTRCTORS INC Address: 4633 S 36 ST , PHOENIX AZ 85040 Contractor License No: GGSPEGS919RT Phone: 206 296 -7437 Phone: 480 - 921 -4079 Expiration Date: 12/31/2011 DESCRIPTION OF WORK: UPGRADES OF EXISTING SYSTEM FOR SOUND BUFFERING: INSULATION WORK; VENTILATION WORK AND UPGRADES; WINDOWS, DOORS, AND INSULATION REPLACEMENT; AND ABATEMENT. NO PHYSICAL CHANGES TO THE BUILDING FOOTPRINT OR STRUCTURE. Value of Construction: $58,603.90 Fees Collected: $1,737.17 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0022 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -177 Printed: 12 -22 -2010 • • Permit Center Authorized Signature: Date: 1 )'v V `( 0 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: e�O This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: / PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D10 -177 Printed: 12 -22 -2010 CITY OF TUKWIL, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Perm., No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. No. use on Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 3944 S. 113th St. af Tenant Name: Kerry L. Burnite Property Owners Name: Kerry L. Burnite Mailing Address: 3944 S. 113th St. King Co Assessor's Tax No.: 3351400270 Suite Number: Floor: New Tenant: ❑ Yes 0 .. No Tukwila WA 98168 City State Zip CONTACT PERSON e couta your permit is ready t Name: Sharyn Parker, Program Manager Day Telephone: (206) 296 -7437 Mailing Address: 7277 Perimeter Road South Seattle WA 98108 E -Mail Address: Sharyn.Parker@kingcounty.gov City State Fax Number: (206) 269 -7315 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4 for Plumbing and Gas Piping (pg 5)) Company Name: not yet awarded Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD All plans mu by Architect of Record Company Name: SM Stemper Architects, PLLC Mailing Address: 4000 Delridge Way SW, Suite 200 Seattle WA 98106 Contact Person: Melody Leung or Timothy Fenlason E -Mail Address: melody @smstemper.com or tim @smstemper.com City State Day Telephone: (206) 624 -2777 Fax Number: (206) 624 -2973 Zip ENGINEER OF RECORD — All plans' amped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:Wpplications \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City Day Telephone: Fax Number: Page 1 of 6 State Zip 15e 6D5, lam " -971/1- BUILDING PERMIT INFO ION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ , • ' „y et-, Existing Building Valuation: $ Scope of Work (please provide detailed information): This project has several components that involve upgrades of existing systems and does not require any physical changes to the building footprints and structure, including: Sound Insulation Work, Ventilation Work and Upgrade and Miscellaneous Work (windows, doors, insulation and abatement) Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. rovide All Building Areas in Square Footage Below Addition, to ig Floor Int rior Re Adel': Existing Structure'; Type of truction per IBC Type of Occupancy per IBC 1,060 Urb 2nd Flog: 3r4 Floor 800 Floors Basement Acres: of SI Attached Garage Detached Garage Attached Carpor7 Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes g( No If ' yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O ' THORIZED Signature: / Date: +//4/ 1 a Print Name: ,Day Telephone: ? 624,2„+-1-3 Mailing Address: Sul- -2 u City State Zip Date Application Accepted: O1 \ �� 4 1g Date Application Expires: Ql t� 1 IA Staff Initials: H:\Applications\Fonns- Applications On Line\2009 Applications \t -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 CiP of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: hto://www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R10 -01307 Initials: JEM Payment Date: 07/14/2010 User ID: 1165 Total Payment: 2,903.02 Payee: KING COUNTY SET ID: 0714 SET NAME: KING COUNTY SET TRANSACTIONS: Set Member Amount D10 -176 D10 -177 TOTAL: 1,165.85 1,737.17 1,165.85 TRANSACTION LIST: Type Method Description Amount Payment Check 585848 2,903.02 TOTAL: 2,903.02 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 1,753.95 000.345.830 1,140.07 640.237.114 9.00 TOTAL: 2,903.02 PAYMENT RFCFJVED INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO., . CITY OF TUKWILA BUILDING DIVISIONt 6300:5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 • : • Permit Inspection. Request Line (206) 431 -2451 • P ect: Type `nspectio f , All L gu: 1to, =r 7� f" ' te Addre Tit Date Called: Sp..i-EiaF Instructions: . Q � � �y ii � Date Wanted:. 5- —s--- /ya+.�m -. Requester: _ho(pN, Q '"_ (.44 _ 4 tr 0 Approved per applicable codes. D.Corrections required prior to approval. COMMENTS: fftx" toT( f f 3 r linspec or: . \ k), Date: C� —1-41 0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. King County International Airport FILE C Residential Aircraft Noise Remedy Improvements 1:),r+rrMle PART 1 - GENERAL PY Index to Architectural Specifications INDEX TO ARCHITECTURAL SPECIFICATION SECTIONS 1.01 INDEX OF ARCHITECTURAL SPECIFICATION 01010 Summary of Work 4 01011 Summary of Regulated Materials Work 5 (For survey reports of each property, see attached CD) 01026 Schedule of Values 2 01063 Health and Safety 2 01210 Allowances 2 01250 Contract Modification Procedures 2 01251 Field Directive Template 1 01252 Proposal Request Template 1 01253 Change Order Template 1 01290 Applications for Payment 3 Application for Payment Template 1 01300 Submittals 6 01320 Construction Progress Documentation 2 01321 Contractor's Daily Log Template 2 01410 Regulatory Requirements 2 01500 Temporary Construction Facilities 4 01615 Delivery, Storage, and Handling 2 01630 Approval for Substitutions and Product Options 2 Product Substitution Template 2 01700 Execution Requirements 4 01710 Cleaning 4 01720 Project Record Documents 2 01730 Operations and Maintenance Manuals 3 01740 Warranties 3 01770 Contract Closeout 4 01850 Special Conditions 3 REVIEWED FOR CODE COMPLIANCE APPROVED JUL202010 City of Tukwila BUILDING DIVISION C00569C10 02070 Selective Demolition 02080 Regulated Materials Abatement 02081 Lead - Related Activities 06100 Rough Carpentry 06200 Finish Carpentry 07211 Insulation 07620 Sheet Metal Flashings 07900 Sealants 08117 Aluminum Hinged Storm Doors 08210 Wood Doors 08305 Access Doors and Frames 08510 Acoustical Vinyl Windows 08525 Vinyl Primary Sliding Glass Doors 408530 Aluminum Secondary Sliding Glass Doors 08580 Specialty Windows 08700 Hardware 08800 Glazing 09215 Gypsum Veneer Plaster 09500 Vents 09900 Painting 10300 Fireplace and Chimney Modifications 12510 Furnishings END OF INDEX TO ARCHITECTURAL SPECIFICATIONS 7 -1 -2010 3 14 6 4 5 5 5 5 4 5 4 5 5 4 11 16 5 4 9 2 3 CITYRECEIVED CITY JUL 14 2010 PERMIT CENTEF Index to Architectural Specifications Page 1 King County International Airport Section 01010 Residential Aircraft Noise Remedy Improvements Summary of Work SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.01 SECTION INCLUDES A. Summary of work.. B. Contract time. C. Contractor qualifications. D. Contractor use of premises. E. Contractor coordination. F. Regulated materials notification. G. Demolition. H. Products. I. Material Data and Material not specified. J. Transportation, Handling, Storage, and Protection. K. Disruptive Activities. L. Cutting and Patching. M. Conflicts and omissions on drawings and specifications. 1.02 RELATED DOCUMENTS A. All drawings; the General Terms and Conditions of the contract; Division 1 Specifications; apply to work of this section. 1.03 SUMMARY OF WORK A. All work indicated and/or referenced in the Contract Documents. B. General: work related to decreasing infiltration of aircraft noise into single family residence(s). 1. Selective replacement of exterior windows. 2. Selective replacement of exterior and interior doors. 3. Selective replacement of garden window boxes. 4. . Selective installation of secondary skylights 5. New hinged storm doors. 6. New secondary exterior sliding glass doors. 7. New chimney -top dampers. 8. New mechanical ventilation. 9. Architectural modifications to support installation of mechanical ventilation. 10. Electrical modifications to support mechanical ventilation and architectural modifications. a. Power to mechanical equipment. 11. Installation of battery- operated smoke detectors. 12. Note: the work under this contract requires selective removal of asbestos containing materials and lead - containing paint. Refer to Section 01011, 02080, and 02081. C00569C10 01010 Page 1 King County International Airport Section 01010 Residential Aircraft Noise Remedy Improvements 1.04 CONTRACT TIME Summary of Work A. The Work of this contract shall be commenced immediately upon the effective date established in the written Notice to Proceed. The Contractor shall achieve Substantial Completion, as defined in the General Terms and Conditions of the Contract within 240 consecutive calendar days from the effective date of the Notice to Proceed. B. Liquidated Damages 1. Liquidated Damages for failure to achieve Substantial Completion, as provided in Section 00700, shall be in the amount of $500 per day. 2. Liquidated Damages for failure to achieve Final Acceptance, as provided in Section 00700, shall be in the amount of $100 per day. 1.05 CONTRACTOR QUALIFICATIONS A. Refer to Division 0 for Contractor Qualification requirements. 1.06 CONTRACTOR USE OF PREMISES A. Contractor will be allowed to use the site, each home's property, for storage of materials, equipment and tools. Coordinate location and confirm approval from Project Representative and Designated Homeowner or Homeowner Representative. The Contractor is responsible for the security of the Contractor staging area. B. Do not encumber site with materials or equipment that may interfere with access to Site by Homeowner. Maintain access for emergency vehicles and personnel. 1.07 CONTRACTOR COORDINATION A. Coordinate all aspects of the work. B. Coordinate with the City of Seattle and other permitting agencies, to secure all necessary permits, and to fully comply with all local ordinances. C. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements. D. Verify utility requirement characteristics of operating equipment are compatible with the residence utilities. E. Coordinate space requirements and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for ducts, and conduit, as closely as practicable. F. In finished areas, conceal conduits, wiring, and ducting within the construction. 1.08 SCHEDULE A. Time is of the utmost importance for this project. Schedule work such that Substantial Completion and Final Acceptance are achieved within the Contract Time. B. The Contractor shall complete each residence indicated in the contract documents Scope of Work within 14 consecutive calendar days C00569C10 01010 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements 1.09 REGULATED MATERIALS NOTIFICATION Section 01010 Summary of Work A. A copy of the asbestos inspection report is included in the Contract Documents. Asbestos is present in homes indicated on drawings. Refer to Section 02080. B. A copy of the lead - containing paint report is included in the Contract Documents. Lead - containing paint is present in homes indicated on drawings. Refer to Section 02081. B. Fungal Growth: Immediately report to the Project Representative any suspect fungal growth or other suspected biological contamination that may be encountered during the course of the Work. 1.10 DEMOLITION A. Refer to Section 02070 for selective demolition; refer to Section 02080 and 02081for demolition of asbestos containing materials and lead - containing paint respectively. 1.11 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components specifically identified for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically identified or allowed by the Contract Documents. C. Do not use interchangeable components of the same manufacture for similar components. 1.12 MATERIAL SAFETY DATA SHEET A. Contractor shall maintain on site a copy of Material Safety Data Sheets (MSDS) for each material and any chemical containing materials, such as, sealant, adhesive, paint, stain, any type of primer, etc. B. Provide and install all materials shown on drawings but not specified on any section of these specifications. Provide and install such materials in conformance with recommended industry standards. 1.13 TRANSPORTATION, HANDLING, STORAGE AND PROTECTION A. Transport, handle, store and protect Products in accordance with manufacturer's instructions. 1.14 DISRUPTIVE ACTIVITIES A. Contractor will take all due precautions for working in homeowner occupied facilities: 1. Placing drop cloths at all work areas and areas accessing the work. 2. Controlling access into and out of the residence. 3. Maintaining a professional demeanor at all times. C00569C10 01010 Page 3 King County International Airport Section 01010 Residential Aircraft Noise Remedy Improvements Summary of Work 1.15 CUTTING AND PATCHING A. Employ a skilled and experienced installer to perform cutting and patching new Work; restore Work with new Products to match existing adjacent materials. B. Fit Work tight to adjacent elements. Maintain integrity of wall, ceiling, or floor construction. C. Refinish surfaces to match adjacent finishes. 1.16 CONFLICTS AND OMISSIONS IN DRAWINGS AND SPECIFICATIONS A. Bring immediately to Technical Representative's attention for interpretation and direction. END OF SECTION C00569C10 01010 Page 4 King County International Airport 01011 Residential Aircraft Noise Remedy Improvements Summary of Regulated Materials Work SECTION 01011 SUMMARY OF REGULATED MATERIALS WORK PART 1 - GENERAL 1.01 DESCRIPTION A. Regulated Materials or materials needing special handling or disposal, that may be encountered or impacted by the work on this project, have been identified below. The purpose of this section is to identify all of these materials in one section, and reference subsequent sections as necessary. These materials may include asbestos and lead. 1.02 RELATED WORK A. Work performed under this specification section is governed by related specification sections, plans or drawings, not limited to, the following: Division 0: Bidding Requirements, Contract Forms and Conditions of the Contract; Division 1: General Requirements: Division 2: Sitework: 02080, Regulated Materials Abatement 02081, Lead Related Activities Division 9: Finishes Division 15: Mechanical 1.03 GENERAL REQUIREMENTS A. SUPERVISORY AUTHORITY: Refer to Section 01850 for information on requirements related to Contractor supervision of regulated materials work. B. ACCESS RESTRICTIONS: Work described in this Section includes restriction of access to work areas during regulated materials activities. Access to various work areas by the general public, general trades and other individuals will not be possible during certain regulated materials work sequences, as specified herein and elsewhere. The Contractor is to coordinate the Work to facilitate access by sub - contractors while enforcing work area restrictions, and to minimize disruption to building occupants and services. C. WORKING HOURS: Refer to Section 01850 for information on working hours. D. EMERGENCY CONTACTS: Designate representatives of the Contractor and specific regulated materials sub - contractors who both are to be available on a 24 -hour emergency basis for the duration of the Work, and are qualified to address emergency situations that may arise in conjunction with the Work. Provide contact information to the Owner's Representative for inclusion in the project emergency contact list. C00569C10 01011, Page 1 King County International Airport 01011 Residential Aircraft Noise Remedy Improvements Summary of Regulated Materials Work E. GENERAL REGULATED MATERIALS SUBMITTALS: Contractor is to review the scope of work and submittal requirements outlined in Sections 02080, and 02081. The Contractor and all Subcontractors performing work impacting asbestos and lead are to submit pertinent information required by associated technical sections. 1.04 ASBESTOS A. Asbestos abatement/impact is included in this Contract. Requirements related to asbestos are outlined below and in Section 02080. B. The Contractor shall refer to the Limited Regulated Materials Survey Reports included with the Contract Documents. These documents list suspect -ACMs sampled and analyzed for asbestos content, or presumed to exist, at the areas of the buildings included in the Work. The Contractor shall ensure that copies of this information are made available to (and communicated to) and retained on the project site by all subcontractors. C. The Contractor shall be aware that suspect -ACMs may exist in inaccessible locations of the spaces included in the Work, and in areas of the buildings not included in the Work. 1. The Contractor shall proceed with caution during all phases of the Work. 2. Should any suspect -ACMs not indicated in the Limited Regulated Materials Survey Report be encountered, the Contractor shall immediately notify the Owner's Representative. D. The Contractor is advised that, should additional ACMs not included in the Limited Regulated Materials Survey Report be encountered, the Owner may elect to include the abatement of such materials in the work at a mutually agreed upon price. Work impacting such materials is not to occur prior to the Contractor receiving explicit written authorization from the Owner, and any Work performed without such approval is performed at the Contractor's own risk and expense. E. The disturbance or impact of ACMs may cause asbestos fibers to be released into the buildings' atmosphere(s), thereby creating a potential health hazard to building occupants. Contractor is to apprise all workers, supervisory personnel, subcontractors and consultants who will be at the jobsite of the seriousness of this potential hazard and of proper Work procedures that must be followed, should it occur. F. Where in the performance of the Work, workers, supervisory personnel, subcontractors, or consultants encounter, disturb, or otherwise function in the immediate vicinity of any identified ACMs, Contractor shall take appropriate continuous measures, as necessary, to protect all building occupants from the potential hazard of exposure to airborne asbestos. Such measures shall include the procedures and methods described herein, and compliance with applicable local, state and federal regulations. G. Damage of Asbestos by the Contractor: Damage to asbestos - containing materials to remain caused by the Contractor shall be repaired to the satisfaction of the Owner by the Contractor using certified asbestos workers according to these specifications, and at the sole expense of the Contractor. H. Regulated Materials Contractor to verify the scope of Work prior to commencing work and shall coordinate all Work with Owner and Contractor. Contractor is advised that C00569C10 01011, Page 2 King County Intemational Airport 01011 Residential Aircraft Noise Remedy Improvements Summary of Regulated Materials Work access limitations and phasing of the Work is inherent to this Contract. Contractor shall refer to phasing plans and requirements and include all mobilizations necessary to complete the abatement required by these specifications. Contractor shall coordinate with Owner, subcontractors, other trades, furnish all labor, materials, equipment, services and insurance (specifically covering the handling and transportation of Asbestos - Containing Materials) that is specified, shown, or reasonably implied for the removal and disposal, or other impact, of asbestos - containing materials as required by these Specifications and Drawings, according to Specification Section 02080 and all applicable local, state and federal regulations: 1. Homeowner No. 0810.03.0909: Impact asbestos- containing "Popcorn" Ceiling Texture located throughout the upper level living room, dining room, kitchen and hallway, and Gypsum Wallboard/Joint Compound containing <1% asbestos (composite) located throughout, as necessary to facilitate the Work. Refer to Drawing Sheet A1.0 of 0810.03.0909 for additional information. 2. Homeowner No. 0810.03.0912: No ACMs identified in the areas of the Work. 3. Homeowner No. 0810.03.1005: Impact asbestos - containing Gypsum Wallboard/Joint Compound containing <1% asbestos (composite) located throughout as necessary to facilitate the Work. Refer to Drawing Sheet A1.0 of 0810.03.1005 for additional information. 4. Homeowner No. 0810.03.1006: No ACMs identified in the areas of the Work. 5. Homeowner No. 0810.03.1009: No ACMs identified in the areas of the Work. 1.05 LEAD A. Lead - containing items: Consider all painted coatings similar to those found to contain lead as lead- containing. Findings and related analytical data are included in the attached Limited Regulated Materials Survey Reports. 1. Lead was detected in representative painted coatings in all residences included in the Work with the exception of HO Code 0810.03.1006. B. The Contractor shall comply with all applicable regulations, laws and ordinances concerning the impact, removal, handling, storage, disposal, monitoring and protection against exposure or environmental pollution related to building components containing lead coatings or lead products. Impacts to lead that may be required by the Work include, but are not limited to: manual demolition, mechanical demolition, cutting, sawing, drilling, sanding, scraping, welding, torch - cutting. Confirm required impacts with other applicable specification sections and drawing sheets. C. Work impacting lead - containing painted coatings and lead - containing items and products within this Contract is the responsibility of the Contractor and shall be performed in accordance with all applicable local, state and federal regulations and the requirements outlined specification Section 02081, Lead - Related Activities. 1. Based on paint chip testing data, historical waste characterization data and the Technical Representative's calculations of lead concentrations in the anticipated C00569C10 01011, Page 3 King County International Airport 01011 l_ Residential Aircraft Noise Remedy Improvements Summary of Regulated Materials Work waste stream, it is anticipated that disposal of the waste stream generated by the Work will not require waste characterization or disposal according to WAC 173- 303, Dangerous Waste Regulations, with the following exceptions: a. Homeowner No. 0810.03.1005: Off -white exterior window frame paint contains 17.0% lead as determined by analysis using EPA Method 7000B (total lead, paint chip). Package, transport and dispose of all demolished exterior components with off -white paint as "dangerous" per WAC -173- 303. b. Homeowner No. 0810.03.1009: Green siding paint contains 7.1% lead as determined by analysis using EPA Method 7000B (total lead, paint chip). Package, transport and dispose of all demolished green siding as "dangerous" per WAC- 173 -303. c. In conjunction with pre job submittals require by Section 02081, provide a detailed summary of any proposed altemative(s) to disposal of entire window assemblies with elevated lead concentration. The Owner retains the right to reject any proposed alternatives to disposal of windows as "dangerous" per WAC 173 -303. 2. The Contractor is to submit a description of actual waste stream constituents, including approximate volumes, to be generated by the Work for review by the Technical Representative. Include approximate volumes and types of waste stream constituents to be disposed of as solid waste, accounting for any waste minimization or recycling. 3. Provide submittal information outlined in Section 02081, Lead - Related Activities, for all trades impacting lead. 4. All residences included in the Work are considered "target housing" and/or "child- occupied facilities" as defined by current EPA regulations pertaining to lead (including, but not limited to 40 CFR 745.80 Subpart E - Residential Property Renovation). Ensure compliance with current EPA regulations related to lead in "target housing" and/or "child- occupied facilities ", including certification, training and notification requirements, at all residences included in the Work. Refer to the Limited Regulated Materials Survey Reports for information on limited lead sampling performed to date. Consider any un- tested painted coatings to contain lead at 0.5% or greater. Coordinate with the Technical Representative regarding communications with residents. 1.06 POLYCHLORINATED BIPHENYLS (PCBs) - Not Used. 1.07 MERCURY (Hg) - Not Used. C00569C10 01011, Page 4 King County International Airport 01011 Residential Aircraft Noise Remedy Improvements Summary of Regulated Materials Work 1.08 WORK PERFORMED BY TECHNICAL REPRESENTATIVE A. Perform asbestos pre - abatement, area and post- abatement air monitoring as required, and work areas inspections, as indicated in Section 02080, Regulated Materials Abatement. The Owner may retain the Technical Representative to provide additional air monitoring and site inspections at their sole discretion and as described in Section 02080, Regulated Materials Abatement. B. The Technical Representative will perform all necessary sampling and analysis for determination of regulated waste streams on behalf the Owner. PART 2 — PRODUCTS - Not Used. PART 3 — EXECUTION - Not Used. END OF SECTION 01011 C00569C10 01011, Page 5 King County International Airport Section 01026 Residential Aircraft Noise Remedy Improvements Schedule of Values SECTION 01026 SCHEDULE OF VALUES PART 1 GENERAL 1.01 SECTION INCLUDES: A. General Requirements B. Format, content, and Cost Categories C. Submittal Requirements 1.02 GENERAL REQUIREMENTS A. Maintain Schedule of Values, indicating cost breakdown of Contract Price. B. Submit, keep current, and use as basis for determining cost value for components of Work for duration of the Project. C. Use in determining value of the work completed and as a basis to support values for Progress Payments as required by the General Terms and Conditions. 1.03 FORMAT AND CONTENT A. Submit on 8 x 1/2 inch by 1 l inch format. B. Make total sum for Schedule of Values equal to the Contract Price. C. Denote Schedule of Value line items corresponding to items in Section 01320 — Construction Progress Documentation. 1.04 CONTENT A. Arrange the Schedule of Values in tabular form with separate columns to indicate: 1. Schedule Activity ID Number. 2. Description of Schedule activity. 3. Scheduled Dollar Value rounded to the nearest whole dollar. 4. Total shall equal Contract Price. B. Schedule of Value form shall include the following cost categories for each line item. Assign cost values making sum equal to total cost of each line item activity.: 1. Labor 2. Material 3. Equipment 4. Subcontractor 5. Contractor's overhead and profit 6. Current percent complete 7. Current value in place 8. Previous amount paid 9. Amount due paid C00569C10 01026 Page 1 King County International Airport Section 01026 Residential Aircraft Noise Remedy Improvements Schedule of Values 10. Balance to finish C. Break out individual phases of the Work, such as general conditions, mobilizations, closeout, punch list, and demobilization. D. Minimum scheduled work items: 1. Each individual residence will be a scheduled value. Under each individual residence provide as a minimum. a. Sub contract work: mechanical, electrical, regulated materials abatement (if applicable). b. Major components of the work (doors, windows, accessories). c. General conditions, mobilization, permit closeout, final cleaning). 2. Dedicate 2% of the Total Contact Price to project closeout. Include as a single schedule item. 3. Specific line items for Punch List and Contract Closeout are required in the Schedule of Values. 4. Allowances: refer to Section 01210 E. Each item in the Schedule of Values shall include total cost and proportionate share of general overhead and profit for each item. 1. Major cost items, such as temporary facilities, not a direct cost of actual work -in- place, may be denoted as a separate line item in the Schedule of Values, or distributed as general overhead expense at Contractor's option. F. For stored Products upon which Progress payment are requested, indicate "Initial Value" and break out delivery and installation costs. Support proof of purchase invoices. Submit "Value Added" on subsequent Schedule of Values when Products are delivered to sire and installed. G. Assign Project site overhead costs corresponding with start fmish dates of each work - related activity. Pro -rate supervision expense, temporary utilities, small tools, and such over total Contract time. Assign related costs such as for bond, insurance, and schedules, to appropriate work activities. H. Schedule of Values Updating: Update and resubmit the Schedule of Values before each Application for Payment including all approved Change Orders. 1.05 SUBMITTAL REQUIREMENTS A. Submit Schedule of Values for review at the Pre- Construction Conference or in accordance within Section 00700 of General Terms and Conditions. END OF SECTION C00569C10 01026 Page 2 King County International Airport Section 01063 Residential Aircraft Noise Remedy Improvements Health and Safety SECTION 01063 HEALTH AND SAFETY PART 1 GENERAL 1.01 SUMMARY A. This Section specifies regulatory requirements applicable to this project that shall include, but shall not be necessarily limited to, the United States Department of Labor (USDL), Washington State Department of Labor and Industries (L &I), Washington, Federal Aviation Administration (FAA) and King County regulations. 1.02 SAFETY AND HEALTH REGULATIONS A. Applicable standards and regulations: 1. Comply with Safety and Health Standards for Construction, promulgated by the Director of the Department of Labor and Industries under Section 49.17.050 of the Washington Industrial Safety and Health Act of 1973, as set forth in Chapter 49.17 Revised Code of Washington (RCW). 2. Comply with Safety and Health Regulations for Construction, promulgated by the Secretary of Labor under Section 107 of the Contract Work Hours and Safety Standards Act, as set forth in Title 29, C.F.R. 3. Comply with the provisions of the Federal Occupational Safety and Health Act, as amended. B. Personal protection: The Contractor, its supervisors, subcontractors and suppliers are advised to become familiar with the precautions necessary to prevent accidents arising from hazards which might be present during the course of the Work. 1.03 HEALTH AND SAFETY SUPERVISOR A. Provide on site, a qualified health and safety supervisor, with responsibility and full authority to coordinate, implement and enforce the Contractor's accident prevention program for the duration of this Contract. The name and telephone number of the safety supervisor shall appear in the accident prevention program. 1.04 SAFETY PROVISIONS A. It shall remain the sole responsibility of the Contractor to insure that all safety provisions necessary to home owners while the work is in progress, be carried out during the period of construction. B. The Airport Operations Section has an Identification Badge program for all persons working on the project sites. All of the Contractor's and Subcontractor's personnel shall have these ID badges displayed on them while working in these areas. Badges are processed immediately on site. Badge Office hours are Tuesdays and Thursdays from 9 to 11, and Wednesday from 2 to 4. C00569C10 01063 Page 1 King County International Airport Section 01063 Residential Aircraft Noise Remedy Improvements Health and Safety 1.05 CONTRACTOR'S SAFETY PLAN A. In accordance with Section 00700, the Contractor shall be required to prepare and submit to the Technical Representative a written Health and Safety Plan (HASP) demonstrating the methods by which all applicable safety requirements of the Contract will be met. The Project Representative's review of such a plan shall not be deemed to constitute approval or acceptance thereof. PART 2 PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION C00569C10 01063 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 01210 ALLOWANCES Section 01210 Allowances PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Terms and Conditions, Supplemental Terms and Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes an allowances for: 1. Costs associated with Homeowner's security companies for all work associated with security devices. Value of this allowance is $1,000. 2. Costs associated with Seattle City Light fees assessed with each residence where a primary power service change is indicated. Value of this allowance is $1,000. 3. Costs associated with "knob and tube" wiring in the following residences: 0810.03.1009 (6702 Flora Ave. S) Value of this allowance is $1,000 B. Related Sections include the following: 1. Division 1 "Change Order Procedures" for procedures for submitting and handling Change Orders. 1.03 SELECTION AND PURCHASE A. Contractors doing work under allowance Bid Item 2 provisions are to be selected by the Homeowners. Note: there may be multiple security company contacts. 1.04 SUBMITTALS A. For work submitted by the Contractor and or subcontractor: Submit time and material cost breakdown of work to show actual quantities of labor materials provided in the fulfillment of this allowance. B. For work submitted by the home owner's security company: submit invoice from security company with description of work performed. PART 2 - PRODUCTS - Not Used PART 3 — EXECUTION 3.01 SCHEDULE OF ALLOWANCES A. Bid Item No. 2: Include an allowance of $1,000 for the direct costs associated with home owner's security companies. 1. Contractor for work under this allowance is to be selected by the home owners. Note: there will be multiple contractors. For contractual issues the home owner selected security contractors will be considered as a material supplier. 2. The Contractor is to include all overhead, profit and coordination in the base bid contract; the allowance figure is to be used solely for the direct costs from the security companies. C00569C10 Section 01210, Page 1 King County International Airport Residential Aircraft Noise Remedy Improvements Section 01210 Allowances 3. If the direct costs from the security companies exceed $1,000 an additive change order may be issued to compensate the Contractor for the difference. Overhead and profit on the difference will be allowed. If the direct costs from the security companies are less than $1,000, a deductive change order may be issued to compensate the County for the difference. 4. Include a separate line item in the Schedule of Values for Bid Item No. 1. B. Bid Item No. 3: Include an allowance of $1,000 for the direct costs associated with Seattle City Light fees assessed for homes receiving a new primary power service. 1. The Contractor is to include all overhead, profit and coordination in the base bid contract; the allowance figure is to be used solely for the direct costs assessed by Seattle City Light and only for Seattle City Light fees assessed for new primary power service entries. 2. If the direct costs from Seattle City Light exceed $1,000 an additive change order may be issued to compensate the Contractor for the difference. Overhead and profit on the difference will be allowed. If the direct costs from Seattle City Light are less than $1,000 a deductive change order may be issued to compensate the County for the difference. 3. Include a separate line item in the Schedule of Values for Bid Item No. 2. C. Bid Item No. 4: Include an allowance of $1,000for either electrical work as required for the electrical contractor to issue written certification that the "knob and tube" wiring is safe; or replacement of "knob and tube" wiring in the attic spaces of the residences cited in Part I of this section. 1. This allowance only pertains to electrical wiring in the attic spaces. 2. The Contractor is to include all overhead, profit and coordination, in the base bid contract. This allowance figure is used solely for the direct cost associated with the Contractor issuing written certification that the "knob and tube" has been inspected by a licensed electrician indicating wiring is safe for work associated with this contract. 3. Change orders for allowance items shall be in accordance with Section 00700. Include a separate line item in the Schedule of Values for Bid Item No. 4. END OF SECTION C00569C10 Section 01210, Page 2 King County International Airport Section 01250 Residential Aircraft Noise Remedy Improvements Contract Modification Procedures SECTION 01250 CONTRACT MODIFICATION PROCEDURES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Terms and Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. 1.03 MINOR CHANGES IN THE WORK A. King County will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Price or the Contract Time, on Field Directive Form. Refer to Section 01251. 1.04 KING COUNTY INITIATED CHANGE PROPOSAL REQUESTS A. King County will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Price or the Contract Time on the Change Proposal Request, included in Section 01252. If necessary, the description will include supplemental or revised Contract Documents. 1. Change Proposals issued by King County are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Change Proposal Request after receipt of Change Proposal Request, submit a quotation estimating cost adjustments to the Contract Price and the Contract Time necessary to execute the Change Proposal Request. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. Labor, material and equipment cost shall be in accordance with the General Terms and Conditions, Section 00700. b. If a change in Contract Time is requested, include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and fmish times, and activity relationship. B. King County and Contractor acknowledge acceptance in accordance with Section 00700, General Terms and Conditions. C. Distribution of Executed Copies: One to King County, one to Contractor, and one to Technical Representative. C00569C10 012501 King County International Airport Section 01250 Residential Aircraft Noise Remedy Improvements Contract Modification Procedures D. Change Proposal Requests shall be numbered numerically. 1.05 CONTRACTOR'S REQUEST FOR A CHANGE ORDER A. Contractor may Request a Change Order as specified in Section 00700, General Terms and Conditions: a Request for Change Order Form is included at the end of this Section. B. Distribution of Request: One to King County, One to Technical Representative. C. King County shall accept or deny a Request for a Change Order in accordance with Section 00700, General Terms and Conditions. D. Request for Change Proposals shall be numbered chronologically. 1.06 CHANGE ORDER EXECUTION PROCEDURES A. Change Orders shall be prepared monthly or at such intervals as the King County and Contractor deem most practical and will be numbered chronologically. B. Change Proposals, negotiated Change Proposals, and negotiated acceptable Request for Change Orders or other agreements on the terms and conditions of any change in the Work, signed by both parties shall form the content of the bilateral Change Order, as set forth in the General Terms and Conditions. 1. Form: Change Order form, signed by King County, the Technical Representative, Contractor, and FAA. 2. Distribution: Four (4) Originals to King County. 3. King County transmits one (1) copy each to Contractor, Technical Representative and FAA. C. For Change Proposals, Request for Change Proposals or other changes within the general scope of the Contract that King County and Contractor cannot agree upon the appropriate price or terms, King County may issue a unilateral Change Order as set forth in the General Terms and Conditions. 1. Form: Change Order forms included in Section 01252 and 01253, signed by King County and FAA. 2. Distribution: Four (4) Originals to King County. 3. King County transmits one (1) copy each to Contractor, Technical Representative and FAA. 1.07 CONTRACT MODIFICATIONS FORMS Sample forms used to modify the Contract are provided at the end of this section. Upon award of Contract the Contractor will be provided electronic copies of Field Directive - Form 01251, Request for Change Proposal - Form 01252, and Change Order - Form 01253 to be used in conjunction with this Contract. END OF SECTION C00569C10 01250 2 King County KING COUNTY, WASHINGTON Field Directive (Form 01251) PROJECT: FIELD DIRECTIVE DATE: TO: ATTENTION You are directed to proceed with work as described below and/or detailed on the attachments referred to: Reason for Directive: It is our opinion that this work is not extra to the Contract and direct you to do the work. If you consider the above to be extra to the Contract, you must prepare and submit a Request for Change Order as described in the General Terms and Conditions. Recommended by: Technical Representative Title Date Authorized by King County Title Date Rev: 1 /00 01251 - 1 KING COUNTY, WASHINGTON Contract Change Order (Form 01253) Contract No. C00518C10 Change Order No. (Washington State Sales Tax not included) We have attached hereto Cost Estimate Detail Sheets Nos. Page Sound Insulation Program — Group 12 TO: In connection with your Contract with KING COUNTY dated <INSERT DATE HERE >, BY: DATE: ARCHITECT /ENGINEER TO: The Contract is hereby increased by a total <ADDITION /DEDUCTION> to the Contract sum of: (Washington State Sales Tax not included) We have attached hereto Cost Estimate Detail Sheets Nos. All other provisions remain unchanged and in full force and effect. The completion date is hereby extended calendar days because of the County exercising this option. BY: DATE: CONTRACTOR Original Contract Sum Previous Total (w /tax) Original Sum Sales Tax This Change (Add /Ded) Total Original Sum Plus This Change Sales Tax Tax Previous Additions Total This Change Plus (w /tax) Tax Previous Deductions New Total (w /tax) BY: DATE: ARCHITECT /ENGINEER KING COUNTY hereby accepts authorizes the performance of the changes specified. This instrument constitutes a Change Order to the Contract only when authorizing signature is affixed. AUTHORIZED BY: Project Representative Date for King County Executive Date Federal Aviation Administration Date Rev: 1/00 01253 - 1 KING COUNTY, WASHINGTON Change Proposal Request (Fora 01252) ECOMMENDATION 1 PROPOSAL PROJECT: Sound Insulation Proaram —Group 12 DATE: OB NO: Protect No. C00518C10 CHANGE PROPOSAL NO: 0: In connection with your Contract No. C00503C10 with KING COUNTY dated <INSERT DATE HERE> please furnish, your proposal for performing the changes outlined below, within <INSERT DATE HERE> calendar days: PROJECT REPRESENTATIVE BY: DATE: 0: e propose to perform all changes described in the above request for a total ADDITION /DEDUCTION • the Contract sum of: (Washington State Sales Tax not included) e have attached hereto Cost Estimate Detail Sheets Nos. e foregoing amount covers all direct and indirect costs related to this change and to the effect of the hange on the remainder of the Project. All other provisions remain unchanged in full force and effect. e request the completion date be extended calendar days because of this work. BY: DATE: TO: KING COUNTY We have carefully examined the foregoing proposal and find it to be in order and the cost reasonable. We therefore recommend its acceptance. BY: DATE: TECHNICAL REPRESENTATIVE AUTHORIZATION R e foregoing proposal is accepted and authorizes the performance of the changes specified. This instrument when signed below, constitutes authority to proceed with the above work. A formal Change Order in this amount will follow. Billings cannot be honored for this change until issuance of the formal Change Order. AUTHORIZED BY: DATE: Rev: 1/00 01252 -1 King County international Airport Boeing Field KING COUNTY, WASHINGTON 1 Change Proposal Request PROJECT NAME: Residential Aircraft Noise Remedy Program: JOB NO: Project Number: AIP # 3 -53- 0058 -036 DATE: CHANGE PROPOSAL NUMBER: TO: In connection with your Contract No. with King County dated please fumish your proposal for performing the changes outlined below, within ten (10) calendar days: INITIATED BY: RE: REASON FOR CHANGE: Your proposal shall be completed in accordance with Article 6 of the Contract Documents. Sharvn Parker, PROJECT REPRESENTATIVE BY: SIGNATURE DATE YPROP.OSAL', ,u....._...._. ...:..4s..wa:n..ws..u_ w:a.. rya- • - TO: Sharvn Parker, Project Representative We propose to perform all changes described in the above request for a total to the contract sum of: $ (Washington State Sales Tax not included) We have attached hereto Cost Estimate Detail Sheets No. The foregoing amount covers all direct and indirect costs related to this change and to the effect of the change on the remainder of the Project. All other provisions remain unchanged in full force and effect. We request the completion date be extended calendar days because of this work. CONTRACTOR: BY: SIGNATURE DATE RECOMMENDATIONw', TO: KING COUNTY We have carefully examined the foregoing proposal and find it to be in order and the cost reasonable. We therefore recommend its acceptance. S.M. STEMPER ARCHITECTS, PLLC TECHNICAL REPRESENTATIVE AUTHORIZED BY: DATE: AUTHORIZATION., { The foregoing proposal is accepted and authorizes the performance of the changes specified. This instrument when signed below, constitutes authority to proceed with the above work. A formal Change Order in this amount will follow. Billings cannot be honored for this change until issuance of the formal Change Order. AUTHORIZED BY: DATE: Print date: ai3O /2010 01252 King County International Airport Section 01290 Residential Aircraft Noise Remedy Improvements Applications For Payment SECTION 01290 APPLICATIONS FOR PAYMENT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit Applications for Payment to Owner in accord with the schedule established by Conditions of the Contract and Agreement between Owner and Contractor. 1.02 RELATED REQUIREMENTS A. Agreement between Owner and Contractor: Lump Sum. B. General Terms and Conditions of the Contract: Progress Payments, Retainages and Final Payment. C. Section 01026: Schedule of Values. D. Section 01210 Allowances. E. Section 01320: Construction Progress Documentation. F. Section 01710: Cleaning. G. Section 01720: Project Record Documents. H. Section 01770: Contract Closeout. 1.03 FORMAT AND DATA REQUIRED A. Each Application for Payment shall be consistent with previous applications and payments as approved by Owner. B. Payment Application Forms: Use King County Application for Payment form included at the end of this section. 1. Schedule of Values form amended to include the following for each line item: a. Current % complete. b. Current value in place. c. Previous amount paid. d. Amount due this period. e. Balance to finish. C00569C10 01290 Pagel King County International Airport Section 01290 Residential Aircraft Noise Remedy Improvements Applications For Payment C. Notarize and execute by person duly authorized to sign legal documents on behalf of Contractor. Owner will return incomplete applications without action. D. Transmittal: Submit one (1) signed and notarized original copies of each Application for Payment and Schedule of Values to Owner. One copy shall include project schedule and most current updates, affidavits signed by subcontractors, monthly utilization reports, and DBE utilization report (if applicable) as required by the General Terms and Conditions. 1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application for Payment: 1. Fill in required information, including that for Contract Change Orders executed prior to date of submittal of application. 2. Fill in summary of dollar values to agree with respective totals indicated on Application form. 3. Execute certification with signature of a responsible officer of Contractor. 1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. The "Statement of Intent to Pay Prevailing Wages" shall be filed with the Department of Labor and Industries prior to submitting the first Invoice Voucher; the approved copy of "Intent" shall accompany the first payment voucher submitted for the Contractor and all sub - contractors, and second tier sub - contractors. B. When the Project Representative or the Technical Representative requires substantiating data, submit suitable information, with a cover letter identifying: 1. Project. 2. Application number and date. 3. Detailed list of enclosures. 4. For products stored at the site: a. Item number and identification as shown on application. b. Description of specific material. C. Submit the following with each payment request 1. Contractor's Signature. 2. Technical Representatives' Approval denoting: a. Corroboration of work completed for amounts claimed. b. Arithmetic verification of amounts claimed. 3. Updated Progress Schedule. 1.06 INITIAL PAYMENT A. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first "Application for Payment" include but are not limited to the following (Application for Payment template is at the end of this section): 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule. C00569C10 01290 Page 2 King County Intemational Airport Section 01290 Residential Aircraft Noise Remedy Improvements Applications For Payment 4. Intent to Pay Prevailing Wages. 5. Contractor's Signature. 1.07 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Prior to final payment and before the issuance of a fmal Application for Payment, submit to the Project Representative the following in addition to the requirements listed in the General Terms and Conditions, Section 00700: 1. Certification or written notice along with date of training and names of participants showing King County maintenance and operation personnel have been instructed as specified in Section 01770. 2. Final cleaning has been completed as specified in Section 01710. 3. Affidavit of Wages Paid for Contractor and all Subcontractors. The "Affidavit of Wages Paid" shall be filed with the Department of Labor and Industries prior to submitting the fmal Invoice Voucher. 4. Project Record Documents, Marked -up As- Builts in Electronic form. Portable Document Format (PDF) is acceptable. 5. Separate releases or waivers of liens for subcontractors, suppliers and others with lien rights against district property together with a list of those parties. 6. Operation and Maintenance Manuals/Videos/Digital Photographs provided on readable CD/DVD and 2 bound hard copies. 7. Warranties. 8. Permit approvals and fmal approved permits along with all original permits. 9. Certificate of Compliance. 10. Certificate of Occupancy or Permit Final from the Jurisdiction of Authority. 11. Return all security badges issued by King County. 1.08 SUBMITTAL PROCEDURE A. Submit draft copy to Technical Representative and Project Representative prior to jobsite meeting preceding formal submittal date. B. Submit applications for payment to Project Representative at the times stipulated in accordance with Section 00700 General Terms and Conditions PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION C00569C10 01290 Page 3 Application For Payment KingCounty International Airport Boeing Field PROJECT: Residential Aircraft Noise Remedy Improvements — C00518C10, Group 12 TO: (Owner) King County International Airport Attn: Sharyn Parker, Project Representative 7277 Perimeter Rd. S. Seattle, WA 98108 -3844 CONTRACT DATE: In accordance with this Contract and the attached Application For Payment, the Contractor is entitled to payment in the amount stipulated below. The present status of the account for this Contract is as follows: ARCHITECT'S PROJECT NO.: NA AIRPORT PROJECT NO.: E0095E08 CONTRACT FOR: Sound Insulation Program CONTRACT NO.: C00518C10 Change Orders approved in previous months by Owner - -- TOTAL ADDITIONS $ DEDUCTIONS $ Subsequent Change Orders Number Approved (Date) TOTALS Net change by Change Orders a) ORIGINAL CONTRACT SUM b) TOTAL NET CHANGE ORDERS c) CONTRACT SUM TO DATE d) TOTAL COMPLETED TO DATE e1 PREVIOUSLY COMPLETED f) THIS REQUEST g) RETAINAGE 5% of (1) h) SALES TAX of (f) I) TO BE PAID BY KING COUNTY (f -g +h) $ Technical Representative: BY: DATE: This Certificate is not negotiable. It is payable only to the payee named herein and its issuance, payment and acceptance are without prejudice to any rights of the Owner or Contractor under their Contract. If AIA DOCUMENT G702 APPLICATION FOR PAYMENT, or other application form containing satisfactory evidence of payment for Work previously completed DOES NOT ACCOMPANY THIS CERTIFICATE, the Contractor shall first provide the equivalent certification by completing and executing the following: State of: County of: The undersigned certifies the Work covered by this Certificate for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid for Work for which previous Certificates for Payment were issued and payments received, and that the current payment shown herein is now due, and that prevailing wages have been paid in accordance with pre -filled statements on file with the Department of Labor and Industries. Contractor: Subscribed and sworn to before me this _day of Notary Public My Commission expires: By: Date: CERTIFICATE NO: DATE OF ISSUANCE: 01290 -1 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 01300 SUBMITTALS PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Submittal Procedures, format, coordination, and consolidation. 2. Review, processing, turn - around time, and resubmittal requirements. 3. Schedule of Submittals. 4. Proposed Product List. 5. Shop Drawings. 6. Product Data. 7. Samples. 8. Certificates. 9. Manufacturer Instructions. 10. Field Samples. 11. Inspection and Testing Laboratory Services. 12. Manufacturer's Field Services and Reports. Section 01300 Submittals 1.02 SUBMITTAL PROCEDURES A. Submit transmittal to the Technical Representative for review and approval. B. Submit as specified under individual Sections. C. Submit in timely manner in accordance to Submittal Schedule and Construction Schedule, as necessary to complete Work of this Contract within the Contract Time. D. Substitutions to Specified Items: Refer to Section 01630 Product Substitutions and 00700 General Terms and Conditions. E. Job Site Office Records: Maintain one copy of every submittal, regardless of status, along with a current Submittal Log. Ensure that only most current, Technical Representative stamped Shop Drawings and Product Data are distributed and subsequently use in connection with the Work. 1.03. SUBMITTAL FORMAT A. Transmittal Form: Accompany each submittal with transmittal letter. Do not address more than one topic or portion of the Work on each transmittal. B. Submittal Numbering: Sequentially number transmittal forms in order submitted. Add alphabetic suffix to original submittal number of re- submittals. C. Submittal Identification: Include Project, Contractor, subcontractor or supplier, Drawing and Detail number, specification Section number, manufacturer, fabrication, product, material, and as appropriate. D. Contractor's Certification: Apply Contractor's stamp, signed or initialed, certifying that review, verification of products required, field dimensions, adjacent construction work, and coordination of information, is in accordance with the requirements of the Contract C00569C10 01300 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements Section 01300 Submittals Documents. Review submittals for adequate installation interface with work of other trades, including for lighting, ductwork, and sprinklers. E. Review Stamp Space: Provide minimum 4" x 5" space each for Technical Representative's stamp. 1.04 COORDINATION AND CONSOLIDATION OF SUBMITTALS A. Schedule and coordinate Submittals for review in an orderly sequence and in manageable quantity to aid in review of independent elements of the Work. Submittals received from other than Contractor will be rejected. B. Coordinate and consolidate Submittals to include complete assemblies and systems. Partial or incomplete submittals will not be reviewed and maybe returned or retained until complete submittal is received. C. Submit related items, trades, including Division 15 and Division 16, under one submittal package for each unit of work or system where possible. D. Deviations on Submittals: Identify deviations form Contract Documents, conforming to standard shop practice or industry standards by drawing cloud or other identifying marking around deviation and noting change. E. Product and System Limitations: Indicate condition, which may be detrimental to successful performance of completion of the Work. 1.05 TECHNICAL REPRESENTATIVE'S REVIEW A. Technical Representative is responsible for reviewing Submittals as verification to the design intent, and conformance to provisions of the Contract Documents. B. Technical Representative's review does not relieve Contractor from: 1. Establishing necessary dimensions, tolerances, clearances, qualities, and fabrication processes. 2. Taking responsibility for necessary means and methods to complete the Work. 3. Conforming to provisions of the Contract Documents, except where approval for deviations is approved by the Technical Representative. C. Technical Representative will stamp and sign each submittal. Where Technical Representative indicates that Submittal has been reviewed or no exceptions have been taken to the submittal, proceed in accordance with the Contract Documents. Otherwise make corrections or resubmit as indicated. 1.06 PROCESSING AND TURN- AROUND TIME A. Allow minimum ten (10) calendar days from time of receipt by Technical Representative for each submittal and each resubmittal. B. Make a minimum of 7 calendar days provision for subcontractor processing time apart from Technical Representative's review and turn around time. C. Complex submittals or several submittals within a short time frame may require longer turn- around time. Include priority list to the Technical Representative when submitting complex C00569C10 01300 Page 2 King County Intemational Airport Residential Aircraft Noise Remedy Improvements Section 01300 Submittals submittals or several submittals within short time period or with short time frame. Where review time is inadequate, Technical Representative will notify the Contractor. 1.07 RESUBMITTALS A. Resubmittal Requirements: Revise initial Submittal as directed, and resubmit following procedures specified for the initial submittal. Make corrections or changes in the submittals as required by the Technical Representative. Revise and make further resubmittals until no exceptions are taken. Identify changes on resubmittal made since previous submittal. B. No extension in Contract Time or Contract Price will be authorized where the Contractor has not complied with the Submittal Schedule, has not allowed time to review, has not bundled or transmitted submittals in manner to allow complete review of related submittals, or has caused delays due to excess resubmittals. 1.08 SCHEDULE OF SUBMITTALS A. ,Prepare Schedule of Submittals for Shop Drawings, Product Data, Samples, and as specified for each Section. Update as requested by the Technical Representative. B. Deliver to Technical Representative, promptly to meet critical path, and lead times as required to expedite the project. C. List Submittals sequentially by Contract Documents Table of Contents Section numbers and titles. D. Show Submittal preparation time, field measurements and verification time, date submitted to the Technical Representative, date due back from the Technical Representative, item order dates, and delivery dates. E. Identify individual delivery, long lead items, and critical ordering deadline. Include ordering dates for each item including individual parts of major submittals. F. Indicate specified time allocated for review, turn - around, and distribution. G. Identify decision dates for selection of colors and finishes not scheduled or otherwise approved. 1.09 PROPOSED PRODUCTS LIST A. Within 15 days after date of the Notice to Proceed, submit complete list of major Products proposed for use, with name of manufacturer, trade name, and model number of each Product. 1.10 SHOP DRAWINGS A. Submit the number of copies that Contractor requires, plus three copies that will be retained by the Technical and Project Representatives. B. Submittal Procedures: Submit for Technical Representative's review in accordance with Submittal Procedures specified in this Section. C00569C10 01300 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 01300 Submittals C. Distribution: Re- produce and distribute as many additional copies to the subcontractors and others, as applicable. D. Maintain one copy of each Shop Drawing at the Contractor's Field Office and one for Project Record Documents to be delivered to the Owner at Project completion. E. Sheet Size: Establish uniform size, a agreed upon between the Contractor and Technical Representative, maximum size 36 x 48 inches, and no smaller than 8 -1/2 by 11 inches, or multiples thereof. F. Identification: Reference Shop Drawing details same as referenced on Contract Documents, including sheet and detail designations, schedules, and room numbers. Indicate by whom materials, products, work and installations are supplied, performed, or installed. Do not use the expression "by others ". G. Changes to Submittals Which Affect Contract Price or Contract Time: Do not distribute or begin work related to the Submittal. Notify the Technical Representative immediately. H. Mechanical and Electrical Utilities, Equipment, and Appliances: Include electrical characteristics, connection requirements, rough -ins, locations of outlets, wiring, piping diagrams, controls, weight where significant, and as required to describe installation requirements. 1.11 PRODUCT DATA A. Number of Copies: Submit 3 copies, except as otherwise specified, plus additional copies that the Contractor will require for distribution. B. Submittal Procedures: Submit for Technical Representative's review in accordance with the Submittal Procedures specified in this Section. C. Distribution: Where printing Product Data sheets is applicable, proceed as specified for Shop Drawing. Otherwise original product data literature designated for Contractor's use will be returned. After review, distribute to subcontractors and other applicable entities. Maintain one copy for Project Record Documents to be delivered to the Owner at the Final Acceptance. D. Identification: mark each copy to identity specific products, models, options, tolerances, dimension, and other pertinent data. E. Manufacturer's Standard Data: Modify drawings and diagrams to delete inapplicable information. Supplement to provide information unique to the Project. F. Mechanical and Electrical Utilities, Equipment and Appliances: Where not shown by Shop Drawings, include electrical characteristics, connection requirements, rough -ins, location of outlets, wiring, piping diagrams, controls, weight where significant, and as required to describe installation requirements. Correct published Product Data to correlate with specific Project requirements. 1.12 SAMPLES A. Quantity or Number: Submit 2 sets each, except as otherwise specified plus additional samples as required by Contractor for distribution. C00569C10 01300 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements Section 01300 Submittals B. Submittal Procedure: Submit for Technical Representative's review in accordance with Submittal Procedures specific in this Section. After review, distribute to applicable entities. C. Size and Completeness. As specified in the individual sections. When not specified, submit samples of sufficient size and completeness to clearly illustrate Product. D. Identification: Label each sample with the Project Title and complete product identification, including manufacturer, model number, descriptive name, supplier, and as applicable to sample identification. E. Functional Characteristics: Include parts, attachment, and components, as applicable. Coordinate with interfacing work. F. Aesthetic Characteristics: As required for selection of colors, finishes, patterns, and as required or requested to finalize selection process. Furnish full range of manufacturer' custom and standard selections. Where selection is specified, submit as required to show conformance to Contract Documents. 1.13 CERTIFICATES A. When specified in individual specification sections, submit manufacturers' certificate to Project Technical Representative for review, in quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. 1.14 MANUFACTURER INSTRUCTIONS A. When specified in individual specification sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. 1.15 FIELD SAMPLES A. Construct field samples at the site for review as required by individual specification Sections. Acceptable samples represent a quality level for the Work. 1.16 INSPECTION AND TESTING LABORATORY SERVICES A. Project Representative may authorize additional inspections, tests, or other services. Note that Project Representative requested services do not supersede testing or inspections requirements specified. B. Cooperate with the KCIA; furnish samples of materials, equipment, tools, storage and assistance as requested. 1. Notify the Project Representative 48 hours prior to the expected time for operations requiring services. 2. Coordinate with Project Representative to make arrangements for additional samples and tests for Contractor. C00569C10 01300 Page 5 King County International Airport Residential Aircraft Noise Remedy Improvements Section 01300 Submittals 1.17 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions and to initiate instructions when necessary. Report, in writing, observations and site decisions or instructions that are supplemental or contrary to manufacturers' written instructions. B. Submit reports within 5 days of observation. END OF SECTION C00569C10 01300 Page 6 King County International Airport Section 01320 Residential Aircraft Noise Remedy Improvements Construction Progress Documentation SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION PART 1— GENERAL 1.01 SUMMARY A. The Contractor is responsible for the administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Submittals 2. Construction Progress Schedule 3. Revisions B. Related Work: 1. Documents affecting work of this Section include, but are not necessarily limited to: a. All of Division 01. b. Technical Specification sections. C. Work Included: 1. To assure adequate planning and execution of the Work so that the Work is completed within the time period allowed in the Contract, and to assist the Technical Representative and Owner in appraising the reasonableness of the proposed schedule and in evaluating progress of the Work, prepare and maintain the schedules and reports described in this Section. 1.02 SUBMITTALS A. Submit schedules, monthly updates, and proposed changes according to the following: 1. Four (4) copies of complete schedule. 2. Four (4) copies of reports on 8Y2" x 11" format showing the following: (a) Activities: List each activity shown on Schedule and sort by activity numbers in sequential order. (b) Early Start Basis: List earliest start-up and completion dates for each activity on Schedule. Sort activities and activity numbers by early start dates in chronological order. 3. Schedule data in electronic format as requested. B. Preconstruction and Construction Schedules: Submit three printed copies of both the Preconstruction and the Construction Schedule within 10 days of the pre - construction meeting large enough to show entire schedule for the entire construction period. C00569C10 01320 Page 1 King County International Airport Section 01320 Residential Aircraft Noise Remedy Improvements Construction Progress Documentation 1.03 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule utilizing full extent of project time in duplicate within 10 days after date of Notice to Proceed: submit to the Project Representative. B. Submit revised schedules with each Application for Payment, identifying changes since previous version. Indicate estimated percentage of completion for each item of Work at each submission. C. Submit a horizontal bar chart with separate line for each section of Work, identifying first workday of each week. D. Daily Construction Reports: Prepare a daily construction report, using the Project Representative's Report Form included in this Section, recording the following information concerning events at Project site: 1. List of subcontractors at project site. 2. Approximate count of personnel and equipment at the Project site. 3. Accidents. 4. Inspections. 5. Unusual events. 6. Orders and requests of Inspectors. 7. Submit one copy at weekly intervals. E. Reference use of attached "Contractor's Daily Progress Report" form. 1.04 REVISIONS A. For changes in the Work beyond the Contractor's control, the Contractor shall prepare a proposed schedule revision. B. Show changes occurring since previous schedule submission, such as any major changes in scope; activities modified since previous submission; revised projections for progress and completion, as applicable, and any other identifiable changes. A. Provide narrative report, as needed, to define: problem areas, anticipated delay, and impact of this on schedule; and corrective action recommended and its effect. END OF SECTION C00569C10 01320 Page 2 Date: S M T W T F S (Circle day of week) Contract No: Contractor's Daily Progress Report Submitted By: Weather Conditions Clear Partly Overcast Overcast Rain Snow to 32° 32° - 50° 50° - 70° 70° - 85° 85° and up WIND Calm Light Moder. High HUMIDITY Dry Moder. Humid CPM Activity ID No. Activity Name Started In Progress Completed USE OF REPORT: List all activities that had any work performed today. Check appropriate box for each activity. Subcontractors on Site Personnel on Site /Name of Employer: Accidents: C00518C10 01321 Inspections: Delays, Stoppages, Shortages, or Losses: Orders /Requests of Building Inspectors: Unusual Events: Signature: C00518C10 01321 King County International Airport Section 01410 Residential Aircraft Noise Remedy Improvements Regulatory Requirements SECTION 01410 REGULATORY REQUIREMENTS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Requirements pertaining to Regulatory Requirements. B. List of Regulatory requirements. 1.02 OWNER OBLIGATIONS A. Neither Project Representative nor Technical Representative is responsible for monitoring Contractor's compliance with codes, laws or other Regulatory Requirements. B. Inspections performed or failed to be performed by Project Representative, Technical Representative, and other consultants under employment by Owner do not waive or change Contractor's obligations, and do not constitute approval of Work or portions of the Work. 1.03 CONTRACTOR REQUIREMENTS A. Perform work in accordance with requirements of governing agencies and other Regulatory Requirements, including Regulatory Requirements referenced by this Section and other Contract Documents. B. Schedule and coordinate inspections and gain approvals required by governing agencies in timely manner, as necessary for Owner occupancy of site within the contract time. C. Inform Building Department, fire Department, and other governing agencies in timely manner of changes in the Work affecting Regulatory Requirements. Governing agencies shall include, but not be limited to the City of Seattle. D. Promptly forward to the Project Representative, inspections reports, orders, permit, and other directives and correspondence received form inspector or governing agency having jurisdiction over the Work. E. Promptly notify Project Representative where Contract Documents appear to conflict with Regulatory Requirements. 1.04 REGULATORY REQUIREMENTS A. Regulatory authorities establish minimum requirement levels. Where provisions of Contract Documents and Regulatory Requirements differ or conflict, more stringent requirements govem. B. Regulatory Requirements added in other Sections or by Addendum apply to requirements of this Section. C. Regulatory Requirements, shall be current at date of Bid and as required by governing agencies, supersede and govern those listed by this Section and other contract divisions. C00569C10 01410 Pagel King County International Airport Section 01410 Residential Aircraft Noise Remedy Improvements Regulatory Requirements 1.05 LIST OF REGULATORY REQUIREMENTS A. International Residential Code (IRC) and related IRC Standards, 2006 edition, as amended and adopted by the Seattle Residential Code. B. National Fire Protection Association (NFPA) Codes including but not limited to following: 1. The Life Safety Code, NFPA 101 -1994. C. International Fire Code (IFC) and IFC Standards, latest edition, as amended and adopted, by the State of Washington and the City of Seattle. D. Department of Labor and Industries; Hazard Communication Standards (MSDS), WAC 296 -62 -054 through WAC 296 -62- 05427. E. Washington State Ventilation and Indoor Air quality Code, WAC 51 -13, latest edition. F. Mechanical Work: 1. Refer to Division 15. G. Electrical Work: 1. Refer to Division 16. H. Environmental Requirements: Relevant statutes and regulations dealing with prevention of environmental pollution and preservation of public natural resources. 1. Washington State Department of Ecology: Volatile Organic Compounds (VOC) Emissions, WAC 173 -490. 2. Puget Sound Air Pollution Control Agency (PSAPCA). I. 2006 Washington State Energy Code with City of Seattle Amendments. F. Refer to Section 02080 and 02081 for requirements related to regulated materials removal. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION C00569C10 01410 Page 2 King County International Airport Section 01500 Residential Aircraft Noise Remedy Improvements Temporary Construction Facilities SECTION 01500 TEMPORARY CONSTRUCTION FACILTIES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Emergency procedures 2. Fire safety 3. Security and Safety 4. Noise Control 5. Parking 6. Electrical power 7. Telephone services 8. Water 9. Temporary Sanitary Facilities 10. Progress cleaning 11. Dust control 12. Water control 13. Pollution control 14. Support Facilities 15. Removal 1.02 REGULATORY REQUIREMENTS A. Comply with Puget Sound Clean Air Agency (PSCAA). B. Safety Procedures- Implement safety procedures to comply with regulatory requirements and Contract Documents. 1.03 EMERGENCY PROCEDURES A. Promptly coordinate emergencies with the Project Representative and notify the Technical Representative of emergency conditions. B. Post emergency telephone numbers on telephones under Contractor's control. 1.04 FIRE SAFETY A. Remove rubbish, debris, or other materials constituting a potential fire hazard B. Store combustible materials in containers in fire -safe locations. C. Maintain circulation areas and egress areas free of construction materials, equipment, and rubbish. Do not impede egress and Fire Department access with outdoor storage and staging operations. D. Fire Extinguishers: Maintain portable fire extinguishers located throughout Project as required by Regulatory Requirements. Include temporary standby fire extinguishers during fire watch procedures and where potential fire hazard may exist. C00569C10 01500 Pagel King County International Airport Section 01500 Residential Aircraft Noise Remedy Improvements Temporary Construction Facilities 1.05 SECURITY AND SAFETY REQUIREMENTS A. Provide security and facilities to protect Work and existing facilities, and Homeowner's from unauthorized entry, vandalism, or theft. B. Contractor shall provide safety precautions and programs in accordance with the General Terms and Conditions of the Contract and in accordance with applicable provisions of the Occupational Safety and Health Act. 1.06 NOISE CONTROL A. Conduct the Work using appropriate construction methods, equipment, acoustical barriers, and as necessary to ensure that noise levels, emanating from the Work are in compliance with Regulatory Requirements of governing authorities. B. Remove equipment from site that does not comply with noise control provisions or reschedule time of use, as directed by the Technical Representative. C. Coordinate work requiring excessive noise (air hammers, drills, and the like) at times convenient to the Homeowner. 1.07 PARKING A. Arrange with Homeowner for temporary parking areas to accommodate construction personnel. 1.08 ELECTRICAL POWER AND GAS A. Contractor may use electricity available at each Residence for the operation of electrical tools. The Homeowner shall pay for the power consumed. B. Where electrical power is required to be shut down for new service installation, provide temporary power when elderly and/or, or other conditions exist that would create particular hardships on the Homeowner. Refer to Section 08150 for additional restrictions. 1.09 TELEPHONE AND FAX SERVICES A. Provide mobile telephone or digital pager for Superintendent's use, to be operational and kept on person during working hours under this Contract. 1.10 WATER A. Arrange with the Homeowner to use water supply from Homeowner's fixtures. Where utility costs may be determined by the Homeowner to be excessive, make other monetary arrangements for further usage and supply Homeowner with records substantiating past use. C00569C10 01500 Page 2 King County International Airport Section 01500 Residential Aircraft Noise Remedy Improvements Temporary Construction Facilities 1.11 TEMPORARY SANITARY FACILITIES A. Existing sanitary facilities (restrooms) in the Residence may not be utilized during construction. Contractor shall provide sanitary facilities. B. Maintain in clean and sanitary condition. 1.12 PROGRESS CLEANING A. Refer to Section 01710. 1.13 DUST CONTROL A. Execute Work by methods to minimize raising dust from construction operations. B. Provide positive means to prevent air -bome dust from dispersing into atmosphere and surrounding environment. Cover stockpiled material with tarps, wet down, and take other measures as appropriate. 1.14 POLLUTION CONTROL A. Provide methods, means and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious or toxic substances, and pollutants produced by construction operations. B. Obtain permission from Homeowner prior to use of solvents and materials emitting noxious fumes. Submit written procedure to the Technical Representative for control of emissions prior to use. 1. Follow all precautions listed in the material safety data sheets (MSDS). C. Isolate and vent solvent fumes to outside, away from air intakes and human contact. 1.15 SUPPORT FACILITIES INSTALLATION A. Room of Refuge: Provide a room or area inside a Residence where Occupants may spend time during the work day while construction is under way. The room of refuge must be: 1. Free from construction and construction traffic. 2. An area mutually acceptable to the Occupant and Contractor. 3. Not used by the Contractor for storage of materials. 4. Sealed from adjacent work areas with 6 mil plastic secured continuously at the perimeter of openings. 5. Accessible to a bathroom and kitchen. 6. Selected so scheduled construction minimizes impact of Work on the room of refuge without delaying the work. B. Protection of Property. 1. Provide and maintain tarps, pads, drop cloths, covers or other appropriate measures to prevent damage to the premises or its contents. 2. Isolate work areas from other areas to the extent practicable. Seal work areas from adjacent and occupied spaces against dust and fumes. C00569C10 01500 Page 3 King County International Airport Section 01500 Residential Aircraft Noise Remedy Improvements Temporary Construction Facilities 3. Protect the Residence and adjacent property and improvements from damage. Protect the work against storm and accident and provide such additional forms of protection with may be necessary in the prevailing circumstance. C. Weather protection: Do not leave existing openings unsecured or open to the weather. Install new window or door into each demolished opening by the end of the working day. Take special .measures to protect product, integrity of installations, and Occupants from inclement weather. D. Waste Disposal Facilities: Provide waste- collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Comply with progress cleaning requirements. 1. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited. 1.16 REMOVAL A. Completely remove temporary materials and equipment when no longer necessary for Work. 1. Clean and repair damages caused by temporary installations and use of temporary facilities. 2. Disinfect premises occupied by temporary sanitary facilities. B. Prior to Final Inspections, remove temporary filters and install new filters, except as otherwise specified in provisions of Division 15 — Mechanical. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION C00569C10 01500 Page 4 King County International Airport Section 01615 Residential Aircraft Noise Remedy Improvements Delivery, Storage, and Handling SECTION 01615 DELIVERY, STORAGE, AND HANDLING PART 1 GENERAL 1.01 REQUIREMENTS A. Provide for expeditious transportation and delivery of products to project site undamaged, on a schedule to avoid delay of the work. B. Provide equipment and personnel at the site to unload and handle products in a manner to avoid damage to products. C. Provide secure storage and protection for products to be incorporated into the work, and maintenance and protection for products after installation and until completion of the work. 1.02 DELIVERY A. Arrange deliveries of products in accord with construction schedules and in ample time to facilitate inspection prior to installation. B. Coordinate deliveries to avoid conflict with work and conditions at site. 1. Work of other contractors, or Homeowner. 2. Limitations of storage space. 3. Availability of equipment and personnel for handling products. 4. Homeowner's use of premises. C. Deliver products in undamaged condition in original containers or packaging, with identifying labels intact and legible. D. Partial deliveries of component parts of equipment shall be clearly marked to identify the equipment, to permit easy accumulation of parts and to facilitate assembly. E. Immediately upon delivery, inspect shipment to assure: 1. Product complies with requirements of Contract Documents and reviewed submittals. 2. Quantities are correct. 3. Containers and packages are intact, labels are legible. 4. Products are properly protected and undamaged. Minor damages may be repaired, provided the fmish items are equal in al respects to new work. 1.03 PRODUCT HANDLING A. Provide equipment and personnel necessary to handle products, including those provided by Owner, by methods to prevent soiling or damage to products or packaging. B. Provide additional protection during handling as necessary to prevent scraping, marring, or otherwise damaging products or surrounding surfaces. C. Handle products by methods to prevent bending or overstressing. D. Lift heavy components only at designated lifting points. C00569C10 01615 Page 1 King County International Airport Section 01615 Residential Aircraft Noise Remedy Improvements Delivery, Storage, and Handling 1.04 STORAGE A. Store products immediately on delivery, and protect until installed in the work. Store in accordance with manufacturer's instructions, with seals and labels intact and legible. B. Store products subject to damage by elements in substantial weather -tight enclosures. 1. Maintain temperatures within ranges required by manufacturer's instructions. 2. Provide humidity control for sensitive products, as required by manufacturer's instructions. 3. Store unpacked products on shelves, in bins, or in neat piles, accessible for inspections. C. Exterior Storage: 1. Provide substantial platforms blocking, or skids to support fabricated products 4" above ground, prevent soiling or staining. 2. Cover products, subject to discoloration or deterioration from exposure to the elements with impervious sheet coverings. Avoid use of non - vented plastic or canvas shelters which could create humidity chambers. Provide adequate ventilation to avoid condensation. 3. Store loose granular materials on solid surfaces such as paved areas, or provide plywood or sheet materials to prevent mixing with foreign matter. a. Provide surface drainage to prevent flow or ponding of rainwater. b. Prevent mixing of refuse or chemically injurious materials or liquids. D. Arrange storage in manner to provide easy access for inspection. 1.05 PROTECTION AFTER INSTALLATION A. Provide protection of installed products to prevent damage from subsequent operations. Remove when no longer needed, prior to completion of work. 1.06 DAMAGED PRODUCTS A. Damaged or deteriorated materials shall be removed from the premises. Replace materials which have been damaged. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION ( NOT USED) END OF SECTION C00569C10 01615 Page 2 King County International Airport Section 01630 Residential Aircraft Noise Remedy Improvements Approvals for Substitutions and Product Options SECTION 01630 APPROVALS FOR SUBSTITUTIONS AND PRODUCT OPTIONS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Section 00700 General Terms and Conditions of the Contract B. Section 01300 Submittals 1.02 CONTRACTOR'S OPTIONS A. For products specified only by reference standards, select any product meeting standards, by any manufacturer. B. Products specified by naming one or more manufacturers: Products of manufacturers named and meeting specifications, or approved equal. C. Products specified by naming one or more manufacturers with a provision for substitutions: Submit a request for substitution for any manufacturer not named. D. Products specified by "Similar To" a listed manufacturer: Products of similar quality to listed manufacturer. 1.03 SUBSTITUTIONS A. During bidding, the Project Representative will consider "Or Equal" written requests only when received in accordance with Section 00100, Instructions to Bidders. Requests for substitutions after the bid date will be only considered after the Notice To Proceed date. B. In connection with the use of any substitute item approved by the Project Representative and Technical Representative, it shall be the Contractor's responsibility to see that such items meet all space requirements, and that any alterations to connecting items necessitated by use of the alternate items are properly made, at no increase in cost to the Contract. C. Specific reference in the specifications to any article, device, product, materials, form or type of construction, etc., by name, make or catalog number, shall be interpreted as establishing a standard of quality and shall not be construed as limiting competition. D. In making request for substitution, the Contractor represents: 1. They have personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. 2. They will provide the same guarantee for substitution as for product or method specified. 3. They will coordinate installation of accepted substitution into Work, making such changes as may be required for Work to be complete in all respects at no additional cost to Owner. 4. Waives all claims for additional costs or time extensions related to any substitution. C00569C10 01630 Pagel King County International Airport Section 01630 Residential Aircraft Noise Remedy Improvements Approvals for Substitutions and Product Options E. To be considered and in order to facilitate review of requests for approval of substitutions for specified products or materials, all such requests shall be made in writing on the form included as a part of this section. F. Substitutions will not be considered when they are indicated or implied on shop drawings or product data submittals, if they have not been previously approved. G. Substitution submittal procedure: 1. All substitution requests shall be accompanied with the Substitution Request Form, completely filled out. Substitution Request Forms are bound in the specifications following Section 01630. Limit each request form to one proposed substitution. 2. Submit a minimum of 2 complete sets of substitution request forms and supporting data. 3. Clearly indicate with red arrows on the supporting data the proposed substitution and accessories. 1.04 PROJECT REPRESENTATIVE'S OPTIONS A. Project Representative will be sole judge of acceptability of any proposed substitution. B. Only approved substitutions may be used on Contract Work. C. Each request for substitution approval shall include: 1. Identity of product for which substitution is requested; include specification page and paragraph number. 2. Identity of substitution; include complete product description, drawings, photographs performance and test data, and any other information necessary for evaluation. 3. Quality comparison of proposed substitution with specified product. 4. Changes required in other work because of substitution. 5. Effect on construction progress schedule. 6. Cost comparison of proposed substitution with specified product. 7. Any required license fees or royalties. 8. Availability of local maintenance service. 9. Source of replacement materials. 1.05 AFTER CONTRACT EXECUTION A. Approval will be granted only when: 1. Specified product has been discontinued, or 2. Specified product has been replaced by superior product, or 3. Specified product will not fit within designated space, or 4. Specified product does not comply with governing codes or regulations, or 5. Substitution determined by the Project Representative to be in Owner's best interest. 6. Project Representative will be the sole arbiter on whether any of the above conditions warrant substitution approval. PART 2 - PRODUCTS (not used) PART 3 - EXECUTION (not used) C00569C10 01630 Page 2 King County International Airport Section 01630 Residential Aircraft Noise Remedy Improvements Approvals for Substitutions and Product Options SUBSTITUTION REQUEST FORM TO: King County Department of Executive Services 401 Fifth Avenue, 3rd floor Seattle, WA 98104 -1818 PROJECT NAME: King County International Airport Sound Insulation Program for Group 12 PROJECT NUMBER: C00518C10 We hereby submit for consideration, the following product instead of specified item for above project: Section Paragraph Specified Item Proposed Substitution: Attach complete dimensional information and technical data including laboratory tests, if applicable. Include complete information on changes to Drawings and/or specifications, which proposed substitution will require for its proper installation. Submit with request all necessary samples and substantiating data to provide equal quality, performance, and appearance to that which is specified. Clearly mark manufacturer's literature to indicate equality in performance. Differences in quality of materials and construction shall be indicated. The undersigned states that the following paragraphs, unless modified on attachments, are correct: 1. The proposed substitutions does not affect dimensions shown on drawings. 2. The undersigned will pay for changes to the building design, including engineering design, detailing and construction costs caused by the requested substitution. 3. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements. 4. Maintenance and service parts will be locally available for the proposed substitution. 5. The proposed substitution will have no affect on applicable codes. 6. The manufacturer's guarantee or warranties of proposed product is equivalent to; or exceeds that of the specified product. List of names and location of three similar projects on which product was used, date of installation, and Architect's name and phone number. C00569C10 01630 Page 3 King County International Airport Section 01630 Residential Aircraft Noise Remedy Improvements Approvals for Substitutions and Product Options UNDERSIGNED ATTESTS THAT By FUNCTION AND QUALITY ARE Date EQUAL TO OR SUPERIOR TO SPECIFIED ITEMS: Remarks Submitted By: Signature Title Firm Address City, State Telephone Zip Date Above signature must be by person having authority to legally bind his firm to the above terms. Above signature attests that signer has read and is responsible for all provisions of this section IFOR USE BY TECHNICAL REPRESENTATIVE CERTIFICATION OFEQUAL: PERFORMANCE AND !ASSUMPTION OF LIABILITY FOR -EQUAL PERFORMANCE Not Accepted ; accepted as Note Received Too`Late END OF SECTION C00569C10 01630 Page 4 King County International Airport Section 01700 Residential Aircraft Noise Remedy Improvements Execution Requirements SECTION 01700 EXECUTION REQUIREMENTS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. All Contract Documents apply to this Section. 1.02 SUMMARY A. The Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. General installation of products. 3. Starting and adjusting. 4. Protection of installed construction. 5. Correction of the Work. 1.03 SUBMITTALS A. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION 3.01 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. 1. Before construction, verify the location and points of connection of utility services. B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 3. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 4. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. C00569C10 01700 Pagel King County International Airport Section 01700 Residential Aircraft Noise Remedy Improvements Execution Requirements 3.02 PREPARATION A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Homeowner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Technical Representative and Project Representative not less than 2 days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Project Representative's written permission. 3. Refer to Section 01850 Special Conditions for power interruptions. B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Technical Representative. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. Submit requests in written form identified as "Request for Information" (RFI) with the following information included: i. project number ii. company name iii. company address iv. project address v. RFI number vi. date of request vii. "response required by" date 3.03 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Technical Representative promptly. B. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for review by Technical Representative. 3.04 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. C00569C10 01700 Page 2 King County International Airport Section 01700 Residential Aircraft Noise Remedy Improvements Execution Requirements 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. 4. Maintain minimum headroom clearance of 8 feet in spaces without a suspended ceiling. B. Comply with manufacturer's written instruction and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels or make it unfeasible to use the occupied existing facility for its intended purposes. F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: where mounting heights are not indicated, mount components at heights directed by Technical Representative. 2. Allow for building movement, including thermal expansion and contraction. G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. 3.05 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust operating components for proper operation without binding. Adjust equipment for proper operation. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: If a factory- authorized service representative is required to inspect field - assembled components and equipment installation, the representative shall be certified and available at all reasonable times during the course of the work to meet personally with the Technical Representative, or Contractor for consultation. 3.06 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. C00569C10 01700 Page 3 King County International Airport Section 01700 Residential Aircraft Noise Remedy Improvements Execution Requirements 3.07. CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 1, Section 01010 -1.15, "Cutting and Patching." 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION C00569C10 01700 Page 4 King County International Airport Section 01710 Residential Aircraft Noise Remedy Improvements Cleaning SECTION 01710 CLEANING PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Execute cleaning, during progress of the Work, and at completion of the Work, as required by General Terms and Conditions. 1.02 RELATED REQUIREMENTS A. Conditions of the Contract. B. Each Specification Section for specific Products or work. 1.03 DISPOSAL REOUIREMENTS A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti- pollution laws. PART 2 PRODUCTS 2.01 MATERIALS A. Use only those cleaning materials which will not create hazards to health issues with home owner's being present or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 EXECUTION 3.01 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint -use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully. Keep the Work, the site and adjacent properties free from accumulations of waste materials, rubbish and wind -blown debris, resulting from construction operations. Refer to Section 01850 Special Conditions for cleaning related to Homeowner use of premises. B. Provide on -site containers for the collection of waste materials, debris and rubbish. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. C00569C10 01710 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements Section 01710 Cleaning 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. 3. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, above ceilings, unclear access flooring, and other closed or remote spaces, prior to enclosing the space. D. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. E. Maintain work areas free of waste materials, debris, and rubbish. Remove from site weekly and dispose off -site. Maintain site in a clean and orderly condition. Entire site is to be cleaned daily. F. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. G. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. H. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. I. Cutting and Patching: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. J. Waste Disposal: Burying or burning waste materials on -site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. 1. Contractor is required to dispose of construction waste off-site. Contractor is not permitted to use Homeowner's waste disposal. K. During handling and installation, clean and project construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. L. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. M. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. N. Site shall be cleaned and accessible for use by home owners at the end of each work day. C00569C10 01710 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 01710 Cleaning 3.02 DUST CONTROL A. Clean interior spaces prior to the start of fmish painting and continue cleaning on an as- needed basis until painting is fmished. B. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly- coated surfaces. C. Take precautionary measure as required to control exterior dust. Such precautions include, but are not limited to, regulating truck traffic, periodically wetting the site, installing dust control containments. 3.03 FINAL CLEANING A. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: 1. Employ skilled workers for final cleaning. 2. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. 2. Remove temporary structures of any kind from the site. 3. Broom clean exterior paved surfaces; Rake grounds that are neither planted nor paved to a smooth, even - textured surface. 4. Remove petrochemical spills, stains, and other foreign deposits. 5. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight - exposed interior and exterior surfaces 6. Remove tools, construction equipment, machinery, and surplus material from Project site. 7. Clean exposed exterior and interior hard - surfaced fmishes to a dirt-free condition, free of stains, films, and similar foreign substances. 8. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. 9. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. 10. Remove labels that are not permanent. 11. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. 12. Replace fmishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 13. Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. 14. Ventilating Systems: a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers, coils if units were operated without filters during construction. C00569C10 01710 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 01710 Cleaning 15. Remove excess lubrication, paint and mortar droppings, and other foreign substances. 16. Replace parts subject to unusual operating conditions. 17. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. 18. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. END OF SECTION C00569C10 01710 Page 4 King County International Airport Section 01720 Residential Aircraft Noise Remedy Improvements Project Record Documents SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 REOUIREMENTS INCLUDED A. Maintenance. B. Marking devices. C. Recording requirements D. Submittal requirements 1.02 RECORD COPIES A. In accordance with Section 00700, maintain at the site for the Technical and Project Representative one record copy of: 1. Contract Documents. 2. Addenda. 3. Approved Substitutions. 4. Change Orders. 5. Requests for Information. 6. Proposals for changes to the work. 7. Other modifications to the Contract. 8. Field test records and inspection records. 9. Shop drawings, product data, and samples. 10. Manufacturer instructions such as for assembly, installation, and adjusting. 11. Material Safety and Data Sheets (MSDS). 12. Copies of all current and previous project schedule. 13. Copies of all current and previous submittal schedules. 14. Daily logs. 15. Regulated Materials documents B. Store and maintain Project Record Documents separate from documents used for construction. C. Maintain in clean orderly condition using drawing racks and file cabinets intended for purpose of filing and storage. D. Make available during normal working hours for inspection by the Project and Technical Representatives. 1.03 MARKING DEVICES A. Plastic lead (E- O/N -0) pencils or carbon ink pens. 1.04 RECORDING REOUIREMENTS A. Label each document "PROJECT RECORD" in large neatly printed letters C00569C10 01720 Page 1 King County International Airport Section 01720 Residential Aircraft Noise Remedy Improvements Project Record Documents B. Record information concurrent with construction progress. Do not conceal work before making record. C. Make complete and accurate entries, enabling future reference by the owner. Include location of items concealed behind construction. 1.05 PROJECT RECORD DRAWINGS A. Internal Utilities and Accessories: Measured locations referenced to visible and accessible features. Include items such as ductwork, fire detection systems, locations of access panels and items requiring maintenance or future serving. B. Conditions Indicated but not Included in the Work: Mark out and record as "NOT CONSTRUCTED" C. Modifications Issued by Owner's Representative: 1. Indicate by Change Order number or other identification as applicable and show changes. D. Field Revisions and Conditions Differing form Contract Documents: Record actual condition. Draw cloud around revision and note date revision was made. Include dimensions, details, and locations not indicated by other documentation. Include new Reference Sheet as describe above where changes cannot be incorporated on existing sheet. 1.06 RECORD PROJECT MANUAL A. Legibly record changes to each Section including changes to products and procedures made by substitutions, Alternates, Addenda, and Modifications to the Contract. Include product manufacturer, model and model number. 1.07 SUBMITTALS A. Submit Project Record Documents to Technical Representative prior to application for Final Payment. B. Project Record Drawings: Submit one full scale bond set. C. Record Specifications: Submit one set, including addendum. D. Transmittal Letter: Submit duplicate copies, include: 1. Date. 2. Project Title and Project Number. 3. Contractor's legal name and address. 4. Title and number of each Project Record Document. 5. Signature of Contractor's authorized representative. E. Certification: Submit duplicated copies of written statement that Project Record Documents are complete and accurate representations of Work of this Contract as constructed. Include signature by Contractor's authorized representative. END OF SECTION C00569C10 01720 Page 2 King County Intemational Airport Section 01730 Residential Aircraft Noise Remedy Improvements Operations and Maintenance Manuals SECTION 01730 OPERATIONS AND MAINTENANCE MANUALS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Format and content of Maintenance Manuals. B. Products, material, and fmishes data in Manuals C. Submittal requirements. 1.02 QUALITY ASSURANCE A. Prepare Maintenance Manual by persons trained and experienced in maintenance and operation of products and systems described. B. Prepare written instructions by technical writers, skilled in communication of technical data. C. Prepare drawings and diagrams by specialists in computer graphics or by persons skilled in professional drawing and drafting, as necessary for clear, understandable format. 1.03 FORMAT FOR MAINTENANCE MANUAL A. Compile product data and related information appropriate for Homeowner's maintenance and operation. Prepare data in instructional manual form for use by the Homeowner. Modify data as required to accurately represent completed installations. B. Binding: Organize operating and maintenance data into suitable sets of manageable size. Copies shall be bound with a 3 -ring binder with project name on the exterior cover. Include all required warranties, including one -year warranty by the General Contractor with the name of the Project, King County Project No., Project Representative, Technical Representative, Engineer, Contractor and the year of completion. The back edge shall be imprinted with the name of the Project, the Owner and the year of completion. Each copy shall have a type written index and tabbed dividers between equipment categories. C. Cover: Identify each Manual with printed title, "MAINTENANCE INSTRUCTIONS ", Project Title, identification of subject matter contained in Manual, and completion date of the Project. Include names of Project Representative, Architect, Engineers, Contractor, major subcontractors, and major equipment suppliers. D. Provide tabbed dividers for each separate product and system, with typed description of product and minor component parts of equipment. E. Text: Manufacturer's printed data, or neatly typewritten information on 20 pound white or off - white paper. F. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. C00569C10 01730 Page 1 King County International Airport Section 01730 Residential Aircraft Noise Remedy Improvements Operations and Maintenance Manuals G. Arrange content by systems under section number and sequence of Table of Contents of the Specifications. When multiple binders are used, correlate data into related groupings. 1.04 CONTENTS A. Project Directory: Indicate Project Title and Project Number. 1. List Owner, Architect, Consultants, and Contractor with addresses, telephone numbers, and name of responsible parties. 2. List names, address and telephone numbers of subcontractors and suppliers. Include local source of supplies and replacement parts. Provide information for re- ordering custom manufactured products. B. Table of Contents: List contents of Manual, indexed to the Specifications Section numbers and titles. C. Project Data: Submit original product literature. Mark each sheet to clearly identity specific products, model numbers, component parts, and data applicable to installation. Delete inapplicable information by marking out, striking out, or by notation. For custom fabricated products, where product data is unavailable, reference by Shop Drawing submittal number and description. D. Drawings and Diagrams: Include as necessary to supplement product data. Illustrate relations of component parts of equipment and systems. Show wiring, control, and flow diagrams. Do not use Contract Documents as maintenance drawings. E. Written Text: Include as necessary to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. F. Warranties, Service Contracts, and Maintenance Contracts Issued: Refer to Section 01770 for additional requirements. Provide information sheet for Owner's personnel indicating proper procedures in event of failure. Include instances which may affect validity of warranties. 1. Organize warranty documents into an orderly sequence based on the table of contents of the Contract Documents. 2. Include warranties and bonds in Operation and Maintenance manual. Warranties shall be 8- 1/2 by -11 -inch (115- by280 -mm) paper. 3 Provide heavy paper dividers with plastic - covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 1.05 PRODUCTS, MATERIALS, AND FINISHES DATA IN MANUALS A. Furnish Product Data and Maintenance Data for building products, applied materials, and finishes provided under Work of this Contract. B. Product Data: Include catalog number, size, composition, colors, and finishes. Provide information for re- ordering custom manufactured products. Include product data listing applicable reference standards, chemical composition, and details of installation. C00569C10 01730 Page 2 King County International Airport Section 01730 Residential Aircraft Noise Remedy Improvements Operations and Maintenance Manuals C. Instructions for Care and Maintenance: Include manufacturer's instructions for appropriate cleaning agents and methods, precautions against detrimental agents and treatment, and recommended maintenance schedule. D. Moisture Protection and Weather Exposed Products: Provide recommendations for inspections, maintenance, and repair. E. Design Data: Include mix designs, physical characteristics and limitations, specifications, and tolerances. F. Color: Identify by manufacturer, color name and number, or formula, as necessary to reestablish original. G. Additional Requirements: As specified in individual Product specification Sections. H. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. I. Regulated Materials Reports: regulated materials lab report, post abatement report for each residence. J. Permits: include building permit and inspection sign offs. 1.06 INSTRUCTION OF HOME OWNER A. Instruct Homeowner in maintenance, adjustment, and operation of Products included in Operation and Maintenance Manuals. B. Hands -on- training: Conduct at location, utilizing actual in -place Work. C. Use completed Operating and Maintenance Manuals and Project Record Documents as the basis for instruction. Explain aspects of operations and maintenance. Cover such items as tools, spare parts and materials, lubricants, fuels, identification systems, control sequences, hazards, cleaning, and renewal of finishes. D. Review contents of Operating and Maintenance Manuals in detail. Prepare and insert additional data when need for such data becomes apparent during instruction. 1.07 SUBMITTAL REQUIREMENTS A. Submit (1) operation and maintenance manual binder for each residence. B. Submit (1) copy of operation and maintenance manuals for all residences in one binder to the Project Representative for review. C. Submit (1) copy of operation and maintenance manuals for all residences in one binder to the Technical Representative for review. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION C00569C10 01730 Page 3 King County International Airport Section 01740 Residential Aircraft Noise Remedy Improvements Warranties SECTION 01740 WARRANTIES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. Start of Warranties. 2. Form of Submittals. 3. Time of Submittals. 4. Submittal Requirements. 5. Warranty Requirements. 6. Corrective Measures. 1.02 START OF WARRANTIES A. Warranties begin at date of Substantial Completion 1.03 FORM OF SUBMITTALS A. Refer to Section 01730. 1. Prepare tabbed section for "WARRANTIES" and bind into Section 01730. 2. Furnish number of copies as specified under Section 01730. 3. Assemble in Maintenance Manual Section 01730. 1.04 SUBMITTAL REQUIREMENTS A. Assemble appropriate manufacturer and installer executed Warranties B. Number of original Signed Copies Required: 1. Coordinate with submittal requirements indicated in Section 01730. C. Table of Contents: Neatly type in orderly sequence: Include applicable information for the following: 1. Product or work item. 2. Entity providing Warranty with name of representative, address, and telephone number. 3. Description of Warranty. 4. Beginning and duration dates of Warranty. Include Service or Maintenance Contracts. 5. Information for Owner's personnel, such as procedural instructions. 6. Instances which affect validity of warranty. 7. Contractor with name of responsible principal, address, and telephone number. D. Submit Warranty provisions required by the Contract Documents. Include Special Warranty provisions, Certificates, Service Contracts, and maintenance Contracts specified under each Section. E. Out -of -Area Contractor, Subcontractor, Supplier, and Manufacturer Warranties: Indicate name of local firm responsible for Warranty work during Warranty Period. C00569C10 01740 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements Section 01740 Warranties F. Include a one -year warranty by the Contractor, in accordance with Section 00700. In addition, include any and all required special extended warranties indicated, but not limited to the following (as applicable to the scope of work for each residence): 1. Acoustical windows. 2. Entry doors. 3. Primary sliding doors. 4. Secondary sliding doors. 5. Aluminum hinged storm doors. 6. Secondary Windows 7. Chimney cap. 8. Blending air unit. 9. Hardware. 10. Mailboxes. 1.05 WARRANTY PROVISIONS A. Standard Warranties: Warrant material, products, equipment, systems and services incorporated into Work of this Contract as required by General Conditions. Where no other Warranty provisions are required by Contract Documents, provide a minimum one -year Standard Warranty. B. Special Warranties: Where specified by individual Sections, provide extended or Special Warranties. C. Coincidental Warranties: Provide terms and conditions of manufacturers' standard published Warranties, apply to purchase and use of manufacturer's products, equipment, systems, and services. D. Where requirements, conditions, and terms for Standard Warranties, Special Warranties, and Coincidental Warranties conflict or differ, provide more stringent Warranty provisions. 1.06 CORRECTIVE MEASURES A. When requested by Owner, correct or replace defective work, substandard work, and non- conforming work not complying with specified requirements. B. Make corrections conforming to requirements of Contract Documents, governing authorities, specified Reference Standards, and manufacturers' instructions. Comply with more stringent provisions. C. Coordinate corrective work to cause least interruption and disruption to Owner's activities. D. Related Damages: Where work has been damaged due to failure of Warranted work, of where work has been removed to gain access to Warranted work, replace with new work matching original in quality and appearance. E. Reinstatement of Warranties: Reinstate warranties, beginning from completion date of restored or replaced . items of work, for time of original Warranty period. F. Assume full adjustment costs to meet Warrant provisions without regard as to whether or not Owner has benefited from a portion of Warranty period. Do not Pro -rate. C00569C10 01740 Page 2 King County International Airport Section 01740 Residential Aircraft Noise Remedy Improvements Warranties G. Owner may elect to correct defects in event that Contractor fails to proceed with or comply with terms of Warranty within 10 calendar days after notice by Owner. Liability and expenses incurred shall be born by Contractor and Contractor's Surety. H. Where delay may cause loss or damage, emergency repairs may be made by the Owner without first giving notice to Contractor. Liability and expenses incurred shall be born by Contractor and Contractor's Surety. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION C00569C10 01740 Page 3 King County International Airport Section 01770 Residential Aircraft Noise Remedy Improvements Contract Closeout SECTION 01770 CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 RELATED WORK SPECIFIC ELSEWHERE A. Drawings and general provisions of the Contract, including General Terms and Conditions and other Division 1 Specifications Sections, apply to this Section. 1.02 RELATED REOUIREMENTS SPECIFIED ELSEWHERE A. Liquidated Damages: Refer to Section 00700 General Terms and Conditions. B. Cleaning: Section 01710. C. Project Record Documents: Section 01720. D. Operations and Maintenance Manuals: Section 01730. 1.03 SUBSTANTIAL COMPLETION A. Contractor shall notify the Owner that the Work is substantially complete as required by General Terms and Conditions, Section 00700. B. The Owner shall follow the procedures stated in the General Terms and Conditions for determining substantial completion and the issuance of a punch list. 1.04 FINAL ACCEPTANCE AND PAYMENT A. In addition to the requirements for Final Acceptance and Payment specified in the General Terms and Conditions, the Contractor shall submit to the Owner the following: 1. Certificate of Compliance. 2. Final Affidavit of Amounts Paid. 3. Certification that Owner's personnel have been trained on each system. 4. Signed building permit indicating final acceptance by the local jurisdiction. 5. Operation and maintenance manuals, record drawings, and signed warranties. 1.05 PUNCHLIST PROCEDURES A. Owner shall prepare the punch list (list of incomplete items) when notified by the Contractor that the Work is substantially complete. 1. Punch list will be organized in sequential order, start in exterior of buildings, and proceeding from lowest floor to highest floor. 2. Items applying to each area will be organized by major elements. B. Contractor shall correct all punch list items and re -issue Owner's punch list forms with their initials and date complete, along with a written statement that the entire project is complete and C00569C10 01770 Pagel King County International Airport Section 01770 Residential Aircraft Noise Remedy Improvements Contract Closeout ready for the Final Inspection ten (10) days before the date established in the Certificate of Substantial Completion for the completion of the punch list. 1. If the Contractor takes exception to any of the punch list items, a written statement must be returned with the punch list defining specific items and why they have not been corrected. C. Owner will perform the Final Inspection to verify that all punch list items are complete. D. Any punch list items that remain uncompleted after this Final Inspection shall be completed by the Contractor by the date established in the Certificate of Substantial Completion. 1. Should corrections not be made and should additional inspections of the Work be required due to failure of the Contractor to remedy defects listed, the Contractor shall be assessed Liquidated Damages as required in Section 01010- 1.04B. 1.06 PROJECT RECORD DOCUMENTS General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Owner's reference. B. Record Drawings: Maintain and submit one set of blue- or black -line white prints of Contract Drawings and Shop Drawings. 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity that obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. 2. Mark record sets with erasable, red - colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 3. Mark important additional information that was either shown schematically or omitted from original Drawings. 4. Note Change Proposals, Change Order numbers, alternate numbers and similar identification where applicable. 5. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets. 6. Record Drawings shall be scanned and saved as an electronic PDF file. The PDF file shall be burned onto a CD/DVD disk and submitted along with the hard copy. C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. C00569C10 01770 Page 2 King County International Airport Section 01770 Residential Aircraft Noise Remedy Improvements Contract Closeout 3. Note related Change Orders, Record Drawings, and Product Data, where applicable. D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, Record Drawings, and Record Specifications, where applicable. E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. 1.07 WARRANTIES: A. Submittal Time: In accordance with Section 00700, submit written warranties on request of Owner for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Organize warranty documents into an orderly sequence based on the table of contents of the Contract Documents for each residence. 1. Bind warranties and bonds in heavy -duty, 3 -ring, vinyl- covered, loose -leaf d -ring binders, thickness as necessary to accommodate contents, and sized to receive 8 -1/2 by- 11 -inch (115- by280 -mm) paper. 2. Provide heavy paper dividers with plastic - covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. C. Provide additional copies of each warranty to include in operation and maintenance manuals Refer to 01730. PART 2 — NOT USED PART 3 - EXECUTION 3.01 SITE RESTORATION A. Restore to Owner's satisfaction all areas disturbed by the construction process. All ingress or egress points that are disturbed will have to be regraded, resodded, etc., to restore them to original conditions. B. Protect all existing trees and fencing on site from potential Contractor damage above and below grade. If unavoidable damage occurs, notify Owner immediately and a decision will be rendered as to how the Contractor is to replace or repair the damage at the Contractor's expense. C00569C10 01770 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements 3.02 FINAL CLEANING A. Refer to Section 01710 Cleaning for Final Cleaning requirements. Section 01770 Contract Closeout 3.03 SCHEDULE OF CONTRACT CLOSEOUT PROCEDURES The following closeout Procedures Checklist gives the order and responsibility for the requirements of the Final Contract Closeout. This list may not include all items required by the General Terms and Conditions and other Specification Sections. Responsibility # Procedure Date Contractor 1. Notify Owner that the Work is Substantially Complete. Owner 2. Inspect the Work, prepare Punch list and issue Certificate of Substantial Completion. Contractor 3. Notify the Owner that Punch list items have been completed. Owner 4. Verify that Punch list items have been completed. Contractor 5. Prepare the Final Application for Payment that includes the following: a. Affidavit of Wages Paid for Contractor and all Subcontractors. b. Release of Liens Certificate from all Subcontractors. c. Project Record Documents. d. Operation and Maintenance Manuals/Video. e. Warranties. f. Permit approvals. g. Stamped permit set of documents. h. Final Affidavit of Amounts Paid to Subcontractors. i. Request for Payment of Retained Percentage and Hold Harmless Statement j. Reports for compliance with KCC 12.16. Owner 6. Issue Notice of Completion and Final Acceptance. Owner 7. Prepare Notice of Completion of Public Works Contract and Send to State Department of Revenue with copy to Employment Security Office and Labor and Industries. Owner 8. Receive the following from the State: a. Certificate of Payment of State Excise Taxes (Dept. of Revenue). b. Certificate of Payment of Contributions and Interest (Employment Security). Owner 9. Initiate Lien Search 30 days after date of Final Acceptance. a. Receive Lien Search results from Records. Owner 10. Process release of retainage when all state releases are received and liens are cleared. END OF SECTION C00569C10 01770 Page 4 King County Intemational Airport Section 01850 Residential Aircraft Noise Remedy Improvements Special Conditions SECTION 01850 SPECIAL CONDITIONS 1.01 GENERAL A. These Special Conditions form a part of, and are incorporated in the Contract. B. Liability: Failure of the Technical Representative to discover or report any violation of these Specifications or any applicable regulations shall not constitute a waiver of any such requirements. 1.02 DIVERSITY AWARENESS A. The Contractor shall be aware that the Homeowner participants of the King County International. Airport Noise Remedy Program are diverse in culture, income, age, and occupation. The Contractor shall at all times maintain a professional demeanor with each homeowner in conversation, coordination, and during construction in the residence(s). B. The age and condition of each residence in the Noise Remedy Program is also diverse. Photographs shown in the construction drawings are provided as a convenience in order for the Contractor to note the nature and condition of the residence. 1.03 RESTRICTIONS ON WORK IN FACILITIES A. General: Work is being performed in individually owned residences currently occupied by families of varying ages. Work shall occur sequentially and be completed with minimum inconvenience of each Occupant with the following conditions to be met 1. The Contractor shall not be permitted to enter and work in the residence until all materials required for construction have been delivered to the Contractor staging area in order to limit contractor presence and impact on surrounding areas of the private residence. 2. Contractor work hours at Occupant residence shall be from 8:OOam to 5:OOpm, Monday through Friday. Weekend work and off -hour work is not permitted. 3. The Occupant(s) shall have complete access to the residence and to each room in the residence from 5:OOpm to 8:OOam each day. Occupants shall have complete access to the house and rooms in the house for weekends. If Homeowners are present during Contractor work hours, Contractor shall provide a room of refuge for the Homeowner during the work day while construction is underway. The room of refuge shall be directly accessible to the kitchen and bathroom, and shall be free of dust and debris. Contractor shall not store materials in the room of refuge. The room of refuge shall be designated as a mutually acceptable space to the Contractor and Homeowner. 4. Maintain continuous access for residents. Keep driveways, sidewalks and entrances clear and available to Occupant, Occupant's guests, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. 5. Perform work only when the Homeowner Representative has provided access to the residence. 6. Each residence is to be broom - cleaned and/or vacuumed at the end of each workday and returned to a condition for full Homeowner occupancy. 7. Maximum power outage allowed for the electrical work (refer to electrical) is 4 hours. For any power outage interruptions exceeding 4 hours, Contractor shall provide temporary power to the residence until main power is restored. Where electrical power is required to be shut down for new service installation, provide temporary power C00569C10 01850 Page 1 King County International Airport Section 01850 Residential Aircraft Noise Remedy Improvements Special Conditions immediately when elderly and/or other conditions exist that would create particular hardships on the homeowner. 8. Door and window replacement must be completed within one calendar day. No window or door is to be removed until the area has been prepared and the replacement window is on site. Replacement window is to be installed on the same day as the existing is removed. 9. Temporarily relocate, protect, and re- install homeowner furnishings as necessary to access Work. Assume the following furniture requiring temporary relocation for each residence: a. (1) 7'0" sofa b. (1) 3'0 "w x 6'0 "ht.china cabinets c. (1) 5'0 "w x 2'5 "ht x 30 "dp desk d. (2) 5'0" ht. floor lamps e. (1) queen bed f. (2) 3'0 "w x 6'0 "ht. bookshelves g. (2) 6'0 "w x 2'5 "ht x 20 "dp dressers 10. The Technical Representative will video each residence prior to commencing Work. a. The video shall be recordable and compatible for a Digital Video Disc (DVD) b. Each residence filmed shall be stored on a separate DVD c. Submit all videos to the Project Representative for King County. 11. Provide temporary chain link fencing, posted with no trespassing signs, around the contractor staging area. 12. Contractor shall verify all dimensions, measurements, and conditions in the field before beginning work. Any discrepancies, errors, or omissions shall be brought to the attention of the Technical Representative immediately. Upon field verification, Contractor shall provide written identification and acceptance of field discrepancies. 1.04 CONSTRUCTION SCHEDULE A. The Work of this contract shall conform with General Terms and Conditions of the Contract and Section 01010 for Contract Time. 1.05 PRODUCT SUBSTITUTIONS A. Product substitutions are discussed in Section 00700 (General Terms and Conditions) and Section 01630 (Approvals For Substitutions and Product Options). B. The individual homes are to be completed sequentially. Once on -site contruction work begins at any one home; on -site construction work may not occur at any additional home until the construction work at the first home is substantially complete; unless approved in advance, and in writing, by the Project Representative. 1.06 CONFLICT OF INTEREST A. The Contractor or any Subcontractor shall not enter into any Contract, either verbal or written, with a Property Owner or Occupant involving a residence covered in this Contract. This prohibition shall remain in effect for all residences throughout the duration of this contract for which the Contractor or their Subcontractors have entered in to with King County Intemational Airport to perform sound insulation. C00569C10 01850 Page 2 King County International Airport Section 01850 Residential Aircraft Noise Remedy Improvements Special Conditions 1.07 REGULATED MATERIALS A. Asbestos and lead containing materials are present within specific residences in the contract work areas. The Contractor is required to review the executive summary report and lab analysis for each residence indicated to have ACM present prior to start of work and will be responsible for complying with abatement procedures. Refer to Sections 01011, 02080, and 02081 (Summary of Regulated Materials, Regulated Materials Abatement and Lead Related Activities respectively). B. The Work under this contract includes the removal of regulated materials (asbestos - containing materials and/or lead containing paint). Note that there are Contractor responsibilities that pertain to the removal of Regulated Materials outlined in WAC 296: 62- 07706. For the Contractor's convenience, the Contract requirements under WAC 296: 62- 07706 are provided below: "5. All general contractors on a construction project which includes work covered by this standard shall be deemed to exercise general supervisory authority over the work covered by this standard, even though the general contractor is not qualified to serve as the asbestos "competent person" as defined by WAC296 -62- 07703. As supervisor of the entire project, the general contractor shall ascertain whether the asbestos contractor is in compliance with this standard, and shall require such contractor to come into compliance with this standard when necessary." C. Include regulated material documents, approved by the Technical Representative, into the 0 and M manuals for each residence. 1.08 DISRUPTIVE WORK A. Contractor to coordinate all operations with the Homeowner Representative, including site access, materials storage and staging, interruption of electrical and mechanical services , and timing of noisy and/or disruptive operations. 1.00 PERMITS AND LICENSING A. The Owner shall be responsible for paying all permit review and intake fees for the Subject - To- Field- Inspection (STFI) permit. All other inspection fees and permits shall be provided by the Contractor or as otherwise called for in the Contract Documents. 1.10 WARRANTIES A. All warranties are to be issued to the name and address of the residence. Warranty agreements are between the Homeowner and the issuing party. Refer to Section 01740 Warranty and 01770 Contract Closeout. 1.11 OPERATIONS AND MAINTENANCE MANUALS A. Three Operations and Maintenance Manuals are required for each residence. Refer to Section 01730 (Operations and Maintenance Manuals). 1.12 SCHEDULE OF VALUES A. Two percent of the total Contract Price is to be scheduled for "Contract Closeout ". Refer to Section 01026 "Schedule of Values ". END OF SECTION C00569C10 01850 Page 3 King County International Airport Section 02070 Residential Aircraft Noise Remedy Improvements Selective Demolition SECTION 02070 SELECTIVE DEMOLITION PART 1 GENERAL 1.01 SECTION INCLUDES A. Selective building demolition. B. Salvage of building materials. C. Surplus of building materials. D. Refer to Section 01850 (Special Conditions), paragraph 1.02A for restrictions on scheduling work under this section. E. Refer to Section 02080 (Regulated Materials Abatement) and 02081 (Lead - Related Activities), respectively, for demolition of materials containing lead paint and asbestos. 1.02 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Demolition and removal sequences of operations, locations of barriers and enclosures, and temporary work and construction facilities. C. Permits: for transportation and disposal of debris. 1.03 PROJECT RECORD DOCUMENTS A. Submit in accordance with Section 01720. 1.04 OUALITY ASSURANCE A. Comply with demolition procedures submitted to and accepted by Technical Representative. 1.05 REGULATORY REQUIREMENTS A. Conform to Regulatory Requirements. B. Obtain required permits form Regulatory Authorities before proceeding. Obtain permits before closing or obstructing roadways, sidewalks, hydrants, and fire lanes. ' C. Notify affected utility companies before starting work, and comply with their requirements. 1.06 SALVAGE/RELOCATION OF BUILDING ITEMS A. General: Salvaged items are those items that are to be removed and reinstalled as part of the Work. B. Remove, protect and store items scheduled for salvage; store in contractor staging area. C00569C10 02070 Page 1 King County International Airport Section 02070 Residential Aircraft Noise Remedy Improvements Selective Demolition C. Re -fmish items scheduled for re- installation under Section 09900 (painting) or as referenced elsewhere. 1.07 SURPLUS OF BUILDING ITEMS A. General: Surplused items are those items that are to be removed and turned over to the Owner. B. Remove, protect and deliver surplused item to a location within the Homeowner property. 1.08 ENVIRONMENTAL REQUIREMENTS A. Comply with Section 01500 for temporary controls and contractor use of premises. B. Limit use of air hammers and core drilling and other noisy equipment as much as possible. Coordinate use of this equipment with the Homeowner. C. Maintain street drains and sewers open and free from debris and damage. D. Conduct operations with minimum interference with public and private roads, street, alley, sidewalks, and adjacent facilities. Provide alternate routes around closed or obstructed traffic ways. E. Do not close or obstruct public access without permission from authorities having jurisdiction. Obtain permission form adjacent property owners when demolition activities and equipment may infringe upon or limit access to their properties. Maintain site access. 1.09 COORDINATION A. Schedule activities with demolition and removal sequence of operations approved by Technical Representative. B. Coordinate work of this Section with demolition procedures scheduled under other Sections. Selectively demolish as work progresses to maintain building integrity from moisture and structural damage. PART 2 PRODUCTS Not used. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that demolition may safely and appropriately begin. B. Verify acquisition of required permits and permission form local governing authorities. 3.02 SELECTIVE BUILDING DEMOLITION A. Remove existing materials, utilities and equipment as shown on Drawings in preparation for new construction under Work of this contract. C00569C10 02070 Page 2 King County International Airport Section 02070 Residential Aircraft Noise Remedy Improvements Selective Demolition B. Conduct operations so as to prevent damage to finished surfaces and portions of building systems to remain in place. C. Where structure systems appear to be in danger, cease operations immediately. Notify Technical Representative. Do not resume operations until directed. D. Minimize cutting and removals of work to remain. Cut finished surfaces, including concrete, masonry, and plaster, by means so as to terminate surfaces in straight line at natural point of division. Do not overcut. Leave smooth edges at finished surfaces. E. Remove abandoned items and extraneous material such abandoned pipe, conduit, clips, fasteners, and fabrications. F. Immediately report to the Owner's Representative any suspect fungal growth or other suspected biological contamination that may be encountered during the course of the Work 3.03 PROTECTION A. Install protective coverings and barriers to prevent damage to existing finishes and surfaces to remain. B. Protect existing structures to remain. Include shoring and bracing procedures to prevent settlement and structural failure. C. Maintain protective enclosures around trees and other vegetation designed to remain. 3.04 DISPOSAL A. Do not store, burn or bury materials on site. B. Remove demolished material and debris from site and dispose of in a legal manner. Maintain hauling routes clean and free from demolition work. 3.05 ADJUSTING A. Repair and/or replace damage to existing building systems designed to remain. END OF SECTION C00569C10 02070 Page 3 King County Intemational Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement SECTION 02080 REGULATED MATERIALS ABATEMENT PART 1- GENERAL 1.01 SCOPE A. This section covers the removal and disposal, or other impact, of regulated materials (ACMs) from the King County International Airport Sound Insulation Program residences as necessary to accomplish the Work as defined by these Specifications and Contract Drawings. Refer to the Section 01011 and the Contract Drawings for information on asbestos - related activities included in the Work. B. Contractor shall provide all labor, materials, equipment, services, permits and insurance required to complete asbestos abatement procedures as indicated in this Specification. C. Section 01011 indicates locations and types of asbestos to be impacted as part of the Work. Requirements for the impact or removal of asbestos are outlined herein and in Section 01011. D. The Contractor shall refer to Limited Regulated Materials Survey Reports attached to these Specifications, which list suspect materials sampled at each residence included in the Work and analysis for asbestos content. The Contractor shall ensure that a copy of this letter is made available to and retained on the project site by all subcontractors. 1.02 RELATED WORK A. Work performed under this specification section shall be governed by all related specification sections, including, but not limited to, the following: Part I, Conditions of the Contract; Division 1: General Requirements: Division 2: Site work: Division 9: Finishes; Division 15: Mechanical; Division 16: Electrical. 1.03 DEFINITIONS A. Authorized Visitor: The Owner or designated representative, or a representative of any regulatory or other agency having jurisdiction over the project, and having required training, medical, fit test, etc. B. Environmental Consultant: Environmental consultant specializing in asbestos abatement -- PBS Environmental -- or any sub - consultant designated by PBS. C. Independent Testing Laboratory: A laboratory financially independent from and hired by the Owner or Contractor which is either AIHA- accredited for asbestos with demonstrated proficiency via the AIHA PAT program, or has analysts proficient in the AIHA AAR program for air sample analysis. C00569C10 02080, Page 1 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement D. Owner: Representatives designated by the Owner, or designated employees of the Owner. E. Work Area: A regulated area where asbestos abatement activities are performed; isolated from non -work areas by negative pressure, containment barriers, decontamination enclosure systems and warning signs. 1.04 DOCUMENTS INCORPORATED BY REFERENCE A. The current issue of each document shall govern. Where conflict among requirements or with these Specifications exists, the most stringent requirements shall apply. B. U.S. Environmental Protection Agency National Emissions Standards for Hazardous Air Pollutants (NESHAPS). (Code of Federal Regulations Title 40, Part 61, Subparts A and B.) C. U.S. Environmental Protection Agency Office of Toxic Substances Guidance Document, Guidance for Controlling Friable Asbestos - Containing Materials in Buildings, EPA Report Number 560/5 -85 -024 ( "Purple Book "). D. U.S. Department of Labor Occupational Safety and Health Administration (OSHA): 1. Title 29 Code of Federal Regulations Section 1910.1001 -- General Industry Standard For Asbestos. 2. Title 29 Code of Federal Regulations Section 1910.134 -- General Industry Standard For Respiratory Protection. 3. Title 29 Code of Federal Regulations Section 1910 et al.-- Occupational Exposure to Asbestos; Final Rule. 4. Title 29 Code of Federal Regulations 1926.1101 -- Construction Standard for Asbestos. 5. Title 29 Code of Federal Regulations Section 1910.2 -- Access to Employee Exposure and Medical. 6. Title 29 Code of Federal Regulations Section 1910.1200 -- Hazard Communication. 7. Environmental Protection Agency 40 CFR Part 763, AHERA, Asbestos - Containing Materials in Schools; Final Rule and Notice. 8. National Institute for Occupational Safety and Health (NIOSH), 30 CFR, Part II, Respirators. 9. American National Standards Institute (ANSI) NY; ANSI Standard Z 88.2 -1980 American National Standards Practice for Respiratory Protection, latest edition. 10. CERCLA, Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C. 9601 et.seq.). 11. RCRA, Resource Conservation and Recovery Act. C00569C10 02080, Page 2 King County International Residential Aircraft Noise Airport 02080 Remedy Improvements Regulated Materials Abatement 12. Washington State General Occupational Health Standards, WISHA Chapter 296- 62 Washington Administrative Code (WAC); Chapter 296 -65 WAC Asbestos Removal & Encapsulation; Chapter 296 -155 WAC Safety Standards for Construction Work. 13. Puget Sound Clean Air Agency Regulation III, Article 4 Asbestos Control Standard. 14. Washington Industrial Safety and Health Act (WISHA). 15. International Building Code (I.B.C.), latest edition, regulations as applicable. 16. Perfrorm all electrical work in accordance with the National Electrical Code. 17. All local ordinances, regulations, or rules pertaining to asbestos, including its storage, transportation, and disposal. 1.05 SUBMITTALS AND NOTICES A. Provide one (1) un -bound set of complete "Pre-Job Submittals" as indicated below for review by the Technical Representative /Environmental Consultant. Following receipt of review comments from the Owner, Technical Representative and Environmental Consultant, submit three (3) additional complete sets of the revised submittals to the Owner. No asbestos - related work will be permitted prior to submittals being reviewed by the Environmental Consultant. Allow fifteen (15) days for review prior to the commencement of abatement. B. Additional requirements for submittals are also described in other sections of these specifications. The requirements in this section pertain to asbestos - containing materials removal. C. Contractor shall submit to the Owner the following "Pre -Job Submittal" information prior to beginning work on the project: 1. Work Plans: Include a detailed plan of the procedures proposed for use in complying with the requirements at each residence with asbestos impacts included in the Work, including the following: a. A description of all special equipment, techniques, and methods to be used on the Project, including schematic drawings of work area layout(s) showing entries /exits, HEPA exhausts, decon units, waste load -outs, any scaffolding and access plan for over height asbestos - containing materials, etc. b. A specific project schedule indicating proposed start dates /times and completion dates /times for individual regulated areas as configured in the proposed Work Plan. Revisions to schedule will be submitted periodically. c. Specific information relating to handling, transport and disposal of asbestos - containing waste. Identify the designated proposed disposal site at which any waste material generated during the project will be disposed and furnish evidence of all necessary government approvals to dispose of the waste. C00569C10 02080, Page 3 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement 2. Laboratory Qualification Information: Submit information pertaining to the proposed Air Monitoring Program for this project. Contractor's air monitoring shall include employee exposure monitoring, pre- abatement, post - abatement and work area sampling. This information shall include the name(s) of personnel collecting air samples, types of equipment, sampling schedule, sampling procedures, calibration record keeping, name and address of proposed Independent Testing Laboratory, and evidence of analyst's NIOSH 582 course completion and AIHA PAT program participation. 3. Worker Certification: Submit written proof that all employees performing asbestos - related work will have completed all necessary asbestos - related training in compliance with WAC Chapters 296 -62 and 296 -65. Written proof may be in the form of a notarized letter stating such intent and signed by an owner or principal of the appropriate firm(s). 4. Written Respirator Program and Fit Testing: Submit written proof that all employees requiring respiratory protection participate in a written respiratory protection program established and maintained in accordance with current WAC regulations. At the request of the Owner, make available the Contractor's written respiratory protection program for review (copy not required as part of initial submittal package). 5. Notifications and Policies: Submit copy of all required notifications and permits obtained by the contractor (Washington State Department of Labor and Industries, and PSCAA) and copies of all types of specified bonds and insurance. Submit upon receipt any approved amendments to notifications or re- notifications for multi -phase activities. See Paragraph 1.11 - Permits and Notifications for additional requirements. 6. Certified Asbestos Supervisor (CAS): Submit the name, Asbestos Supervisor Certification and resume of experience of the assigned on -site CAS for each residence included in the Work. At a minimum, the foreman shall have successfully completed a supervisor training course in compliance with WAC Chapter 296 -65 -007. References and work on similar projects will also be reviewed. The Owner, General Contractor, Technical Representative and Environmental Consultant reserve the right to remove the CAS from the work at any time during the project. The Contractor shall then submit another on -site CAS for approval as described above. D. Daily Job Submittals 1. Air Monitoring: Contractor shall maintain on site on a daily basis, within 24 hours following sample collection, copies of all air monitoring data sheets, chain - of- custody and analytical results. Submit to Technical Representative same upon request. 2. Daily Logs: Submit copies of daily logs to the Contractor daily prior to the end of the next work shift. Daily logs shall include the following for each building: a. Type, location and times of all asbestos- related activities occurring on -site; b. Description of engineering controls, work practices, work area configuration and worker protection for all asbestos - related activities; C00569C10 02080, Page 4 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement c. Time and route of any waste load -out; d. Location and start/stop time of any air monitoring; e. Name of Certified Asbestos Supervisor assigned to the work shift; f. Number of Certified Asbestos Workers or other personnel performing asbestos- related work, and times of arrival/departure to /from project site(s). g. Any other items of significance including, but not limited to: communications with General Contractor, any Owner or tenant interactions, any spills or un- planned disturbances of ACMs, any emergency responses or clean -up activities, and documentation of conditions in work areas prior to and following asbestos - related work. 3. Entry/Exit logs: Maintain and submit copies of regulated area entry/exit logs to the Contractor on a daily basis prior to the end of the next work shift. E. Periodic Submittals 1. Asbestos Training: Upon verbal request, immediately make available to the Owner, Technical Representative or Environmental Consultant proof of Asbestos Worker Certification or Asbestos Supervisor Certification. Provide copies of worker training certification to the Owner upon request. 2. Work Plan modification/clarification: In the event that on -site activities will require departure from any and all aspects of the information outlined in the pre - approved Work Plan, submit written clarification/modification of proposed changes to the Contractor. F. Post -Job Submittals shall be delivered to the Contractor within 30 -days of completion of asbestos - related work as specified by these Contract Documents and shall include the following: 1. Certification: Provide written certification from the Abatement Contractor's Project Manager or Supervisor that Contractor has fully inspected the work area and completed work in strict accordance with the Specifications. 2. Air Monitoring: Submit documentation of all employee personal air monitoring results relative to OSHA and WISHA respiratory protection level compliance. Include copies of all air monitoring data sheets, chain -of- custody documentation and analysis reports for sampling conducted at the site. 3. Project Record Documents: Provide project records including documentation of all contract changes, and copies of worksite entry logs, work area entry/exit logs, safety logs, safety meeting sign -in sheets, and supervisor's daily field reports. 4. Disposal Manifests: Submit copies of all asbestos waste transportation and disposal manifests including signed receipts from the landfill, and chain -of- custody. C00569C10 02080, Page 5 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement 1.06 PERSONNEL PROTECTION A. Training 1. Prior to commencement of work, Contractor shall ensure all workers have been trained as specified in WAC Chapters 296 -62 and 296 -65. 2. The Contractor shall provide and post decontamination, respirator, and work procedures for abatement crew. B. Personnel Protective Equipment for Asbestos Removal 1. Provide protective clothing and equipment per WAC 296 -62. 1.07 AIR MONITORING BY CONTRACTOR A. Industrial Hygienist: An Independent Testing Laboratory shall be retained by the Contractor for PCM sample analysis. All analysis shall be performed by an Industrial Hygienist. The Hygienist must be experienced and trained in asbestos sampling and an- alysis. At a minimum, documentation of prior asbestos sampling and analysis experience, plus satisfactory completion of the NIOSH 582 course or equivalent will be required. Air sample collection may be performed by an Industrial Hygienist or the Contractor's foreman at the Contractor's option. The Contractor shall perform sampling and analysis of air samples for asbestos in compliance with WAC Chapter 296 -62- 07735, Appendix A -WISHA reference method, or equivalent. B. Sample Documentation: Documentation shall be kept for each filter sample procured as to worker sampled, social security number, activity, work area location, date and time taken, volume of air drawn through filter, pump identification number and calibration. Documentation shall indicate in what areas tests were taken and shall clearly indicate the specified maximum allowable fiber levels for each area tested. Report all data on copies of Asbestos Air Sampling Data Form bound in these Specifications or similar approved form within 48 hours. Fill in all information on every form. Submit chain -of- custody records along with all samples. C. Analysis Procedures: The samples shall be collected on 25 mm filters and analyzed within 12 hours using the membrane filter method at 400 -500x magnification with phase contrast illumination - -NIOSH Analytical Method No. 7400 - -for laboratory and field analysis. The analyst shall sign permanent records of all samples analyzed. The In- dependent Testing Laboratory shall seal the unused portion of all filters in airtight containers so that individual samples can be re- analyzed at a later date if necessary. The containers shall be clearly labeled with, Project Name and Sample Number and shall become property of the Owner at work completion at the Owner's request. D. Controls: The Contractor shall submit sample analysis results, chain -of- custody and equipment calibration records to the Technical Representative/Environmental Consultant within 24 hours of collection. E. Contractor's Personnel Sampling 1. Sample Collection: Air monitoring shall be performed to determine worker exposure during the period of asbestos abatement in each work area. Begin sampling when asbestos removal commences. Samples are to be taken where C00569C10 02080, Page 6 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement Class I or II work is being conducted during each 8 -hour work shift until abatement and other impacts are completed. 2. Most Contaminated Worker: The Contractor shall determine which worker(s) in each work area is probably experiencing the most severe exposure. This is the "Most Contaminated Worker(s)". 8 -hour TWA and 15- minute excursion samples shall be collected on this worker(s). This worker shall wear a personal sampling pump and the sample shall be drawn from the breathing zone of this worker. 3. The number of air samples collected shall be in accordance with the Contractor's approved work plan, however, collect a minimum of one sample per work area daily. F. Contractor's Work Area Sampling 1. Contractor is to provide pre- abatement air sampling prior to commencing asbestos - related activities in all areas of the buildings included in the Work. Collection of pre- abatement samples is to comply with requirements of WAC 296 -62 and be performed as described in the Work Plan provided with Pre -Job Submittals. 2. Contractor is to collect work area samples in compliance with WAC 296 -62 and at all regulated areas (both isolated and non - isolated) for the entire duration of all activities impacting asbestos, and as described the air monitoring program provided with pre job submittals. Work area samples are to be collected from the immediate work area(s) and at representative locations throughout the particular floor of the residence(s) where asbestos - related work is occurring in a manner to accurately represent airborne conditions throughout the work shift. 3. Following visual inspection and documentation of acceptable conditions, the Contractor is to collect post- abatement sampling at all areas of asbestos- related activities. Samples are to satisfy the requirements of WAC Chapter 296 -62- 07735, Appendix A -WISHA reference method, or equivalent, for all regulated work areas. 1.08 AIR MONITORING BY OWNER A. Industrial Hygienist: The Owner will retain, via the Technical Representative, an experienced Industrial Hygienist/ Environmental Consultant to collect and analyze asbes- tos air samples at their discretion. Documentation of sample results will be forwarded to the Contractor as appropriate. B. Sampling and analysis of asbestos samples shall be performed in compliance with WAC Chapter 296 -62- 07735, Appendix A- -WISHA reference method, or equivalent. C. The Owner reserves the right to monitor Contractor's performance via air samples on abatement workers in addition to the Contractor's air monitoring. D. The Owner reserves the right to conduct side -by -side air monitoring in addition to work area samples (pre - abatement, area and/or post- abatement) collected by the Contractor. The Owner reserves the right to request additional sampling by the Contractor to demonstrate compliance with prescribed airborne fiber concentrations in the event that sampling by the Environmental Consultant indicates unacceptable conditions. C00569C10 02080, Page 7 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement 1.09 OWNER OCCUPANCY A. Regulated areas shall be occupied only by certified asbestos workers, workers with proper training of a lesser degree (material - specific Class II) or representatives of the Technical Representative/Environmental Consultant during asbestos- related activities. Coordinate phasing of abatement areas to comply with occupancy requirements as defined in Section 01010, Summary of Work. 1.10 WORKING HOURS A. Refer to Section 01850 for requirements related to work hours. Refer to Paragraph 1.05 - SUBMITTALS AND NOTICES for information on schedule information required as part of Pre -Job Submittals. 1.11 PERMITS AND NOTIFICATIONS A. Obtain all permits and notifications as required for the completion of the work (related to regulated materials) by the Washington State Department of Labor and Industries, the U.S. E.P.A., the Puget Sound Clean Air Agency and any other permitting agency involved with the completion of the work included herein. 1.12 PERSONNEL TRAINING A. All personnel accomplishing removal of asbestos - containing materials shall have received the minimum training as required by the Washington State Department of Labor and Industries for the work to be performed. At a minimum, the supervisor shall be the bearer of a current "Certified Asbestos Supervisor Certificate" issued by the Washington State Dept. of Labor and Industries. 1.13 LIABILITY A. Failure of the Technical Representative to discover or report any violation of these Specifications or any applicable regulations shall not constitute a waiver of any such requirements. 1.14 SUBCONTRACTORS - Not used. 1.15 QUALITY ASSURANCE A. On -Site Observation 1. Pre - Removal: Certified Asbestos Supervisor shall perform and document in writing observations regarding: demarcation of regulated area(s), installation of critical barriers, integrity of negative pressure enclosures, waste load -out facilities, and other conditions affecting asbestos- related work, including other trades or occupants in the vicinity. 2. Periodic Inspections: Certified Asbestos Supervisor shall perform and document observations regarding: integrity of isolation barriers, decontamination facilities, worker protection, air monitoring, progression of asbestos- related activities, and conformance to the Specification, EPA, OSHA, WISHA and PSCAA regulations. C00569C10 02080, Page 8 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement 3. Post Removal: Certified Asbestos Supervisor shall perform and document visual inspections upon completion of all impacts of asbestos- containing materials. Document that all work areas are free of all accumulations of dust, debris or three- dimensional residue. 4. Stop Work: Technical Representative shall notify the Contractor in writing to cease regulated materials work if the Technical Representative determines that work practices in violation of regulations or these Specifications, or work that is endangering workers or other occupants of the building, is not properly corrected when identified. The Contractor shall continue work when conditions and actions are corrected and when written acknowledgement is received from the Technical Representative. B. Air Monitoring 1. Notification: If, at any time during the work, analysis of an air sample taken by the Contractor, Owner, or Technical Representative from a non- isolated regulated work area or a non - regulated area indicates a fiber concentration in excess of the Maximum Allowable fiber Concentration, the Industrial Hygienist who analyzed the air sample shall immediately notify the General Contractor's on -site supervisor, the designated Owner's Representative and the Technical Representative: PBS Environmental. 2. Procedures: Immediately upon being notified of fiber concentration in excess of the Maximum Allowable Fiber Concentration, the Contractor shall perform the following steps in the order presented, at no additional cost to the Owner: a. Stop abatement work and identify source of high fiber counts. b. Corrective Actions: Immediately correct containment breaches, pressure differential changes and potential cause of high fiber counts. The Technical Representative will determine the affected area considered to be contaminated. The Technical Representative will determine the actions to be taken by the Contractor at no additional cost to the Owner. c. Clean the affected area using wet methods and HEPA vacuuming. d. Re- sample air until fiber counts are determined to be below the specified maximum levels. e. Secure and repair containment barriers, repair or add equipment. f. Modify work procedures, and make other changes to reduce fiber counts. g. Document all conditions to the satisfaction of the Owner and Technical Representative. 3. Additional Costs: The Contractor shall be responsible for costs of any testing, cleanup, repair, down time loss, etc. that is a result of the Contractor's negligence, poor maintenance of isolated areas, failed post- abatement sampling and improper procedures. C00569C10 02080, Page 9 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement C. Performance: Work shall be performed in a skillful manner representing industry standards. Contractor is to remove from the work site any employees and subcontractors the Owner or Technical Representative deem incompetent, careless or objectionable, or who's actions may pose the risk of disturbance of regulated materials. PART 2 - PRODUCTS 2.01 PROTECTIVE CLOTHING AND EQUIPMENT A. Protective Clothing: Provide approved clothing per WAC 296 -62 for all workers and all official representatives of the Owner, State or other governmental entity, and the Technical Representative who may require such clothing. 2.02 MATERIALS A. Encapsulants (Sealants): Encapsulants shall be rated as "Acceptable" using the test method described in the EPA document published as National Technical Information Service report PB 88 -113 329/AS [available from NITS, 5825 Port Royal Road, Springfield, VA 22161.] (The report is summarized in EPA publication EPA/600 /S- 87/091 [available from Center for Environmental Research Information, EPA 26 Martin Luther King, Cincinnati, OH 45268].) B. Plastic Sheeting: All plastic sheeting used in conjunction with the Work is to be flame - retardant as defined by applicable standards. PART 3 - EXECUTION 3.01 WORK AREA PREPARATION A. Performance: Contractor shall perform the following procedures in the order in which they are presented for work according to the approved work plan. 1. Coordinate shut down of HVAC systems with Owner. Seal openings with two separate layers of plastic sheeting. 2. Restrict access to work area and post warning signs. Do not perform abatement work in occupied area(s). 3. Completely pre -clean visible accumulation of any debris in work area using HEPA vacuum equipment or wet cleaning methods. 4. Set up worker decontamination enclosure system satisfying requirements of WAC 296 -62. Once this system is installed and abatement commences, it shall be utilized in the specified manner for the ingress and egress of only personnel. All personnel shall sign the Entry/Exit Logbook each time they pass in or out of the regulated area. 5. Install HEPA air- purifying equipment pressure differential fan system. Discharge from air - purifying equipment shall be ducted outside the building. C00569C10 02080, Page 10 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement 6. Cover floors, walls and other objects in work area with plastic sheeting as applicable. Isolation barriers are to be installed at work areas adjacent to or within public area(s) for the duration of all work. 7. Have emergency cleanup equipment and supplies, including HEPA vacuum, amended water, disposal bags, mop, buckets, towels and sponges, on hand prior to start of abatement work. B. Compliance: No asbestos abatement work shall occur unless the work area is found acceptable for Specification compliance by the Certified Asbestos Supervisor assigned to the project site. Coordinate with the scope of abatement/impacts as identified in Section 01011. C. Isolated work area enclosure system maintenance. The Contractor shall be responsible for daily documentation of the following: 1. Prior to the first use and at the beginning of each shift during abatement work, containments shall be given a complete visual inspection by the Contractor's shift foreman. This shall include inspection of the HEPA air - purification system and associated filters. A smoke tube test by the shift foreman shall then be made of the worker decontamination enclosure system and other critical areas to verify that the isolated area is under negative air pressure. Work shall not begin until the inspection is completed and all defects have been repaired. 2. Periodic inspections shall be made during each shift to ensure proper functioning of enclosure and HEPA pressure differential system to prevent visible emissions. 3.02 REMOVAL/IMPACT OF ASBESTOS - CONTAINING MATERIALS A. Perform all asbestos related work and comply with the general safety and health provisions in conformance with 29 CFR 1910.1001 and 29 CFR 1910.20, respectively. Remove and properly dispose of all asbestos - containing materials indicated to be removed in the Contract Documents in accordance with general work practices, and work practices for removal and encapsulation as specified in 40 CFR Part 61, 29 CFR 1926.1101, and other appropriate work procedures approved by the Environmental Protection Agency (EPA), Department of Labor and Industries, and Puget Sound Clean Air Agency, or as more stringently specified herein. B. Apply spray coat of amended water to asbestos materials to be removed. Keep material damp during entire removal process. A fine mist of water shall be continuously applied to all materials being removed using mechanical methods. C. Maintain a safe and uncluttered work site including staging area, work area, worker decontamination system, and waste load -out area. D. Make available at all times all regulated areas for inspection by the Technical Representative. At no time shall access to regulated areas be restricted to any authorized personnel. E. Make penetrations of /attachments to asbestos - containing materials using proper work practices and engineering controls per applicable regulations and the pre- approved Work Plan. C00569C10 02080, Page 11 King County International Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement F. Impact of Gypsum Wallboard with asbestos - containing Joint Compound: Impact gypsum wallboard assemblies with asbestos - containing joint compound according to WISHA Regional Directive (WRD) 23.30. Requirements include, but are not limited to, the following: 1. Work must be supervised by a Competent Person per WAC 29 -62- 07728. 2. Worker training must include two -hour awareness and hands -on training per WAC 296 -62- 07722(5). 3. Worker respiratory protection is to be based on overall dust levels and comply with WAC 296 -62. 4. Use of wet, non - aggressive techniques and prompt cleanup with HEPA- vacuums. 5. All dust remaining in the work areas must be cleaned -up following demolition/impact using vacuuming and wet - wiping. Protect finishes and items remaining in work areas as necessary. 6. Specific detailed procedures to be used during impact of asbestos - containing joint compound are to comply with the Work Plan required under Pre -Job Submittals. G. Removal/impact of asbestos - containing skimcoat on substrates is considered Class I Asbestos Work, and requires Certified Asbestos Workers as defined by WAC 296 -65. 1. Work impacting skimcoat is to strictly adhere to procedures outlined in the Work Plan as submitted as part of the Pre -Job Submittals. 2. At a minimum, work impacting skimcoat must include procedures to minimize dust generation, protect adjacent finishes and limit exposure during impact of asbestos - containing skimcoat.. 3. Work must be supervised by a Competent Person per WAC 29 -62- 07728. 4. Worker training must include thirty-two hour Asbestos Worker training per WAC 296 -62- 07722(5). 5. Worker respiratory protection is to be based on overall dust levels and comply with WAC 296 -62. 6. Use of wet, non - aggressive techniques and prompt cleanup with HEPA vacuums. 7. All dust remaining in the work areas must be cleaned -up following demolition using vacuuming and wet - wiping. Protect finishes and items remaining in work areas as necessary. 8. Specific detailed procedures to be used during impact of asbestos - containing skim coat are to comply with the Work Plan required under Pre -Job Submittals. C00569C10 02080, Page 12 King County Intemational Airport 02080 Residential Aircraft Noise Remedy Improvements Regulated Materials Abatement 3.03 SELECTIVE DEMOLITION TO ACCESS MATERIALS TO BE ABATED A. Contractor shall only perform demolition that is described in Construction Documents. Demolition required to access asbestos materials that is not indicated on demolition plans will not be performed until approval from Owner has been received. Contractor shall coordinate selective demolition with work of Section 02081, Lead - Related Activities. 3.04 DISPOSAL A. Regulations: The Contractor shall determine current waste handling, transportation, and disposal regulations for the work site and for each waste disposal landfill. The Contractor must comply with these regulations and U.S. Department of Transportation, PSAPCA Regulation II, Article 4 and EPA requirements. Double- bagged material in sealed containers shall be delivered to the pre - designated disposal site. B. Waste Load -Out: Contractor shall coordinate activities to ensure that all asbestos - containing waste is properly containerized and removed from all work areas prior to the end of each work shift. Contractor shall prevent the accumulation of waste containers within work areas and shall ensure that all waste containers are stored in lockable, properly sealed storage container(s) approved by the Owner at the end of each work shift. 1. Protect stored items and finishes located in areas of waste load -out and entry/egress. 2. Utilize waste load -out routes and times as defined in the pre- approved Work Plan. C. Transport: Contractor shall remove decontaminated containers from site within ten calendar days after collection for disposal at a waste disposal site operated in accordance with the provisions of 40 CFR 61.156. Notify disposal site in advance of delivery to ensure immediate disposal. Maintain chain -of- custody until accepted by the landfill. 1. Disposal of asbestos - containing waste as part of the Work is permitted only at the following sites: a. Rabanco Regional Disposal Facility in Roosevelt, Washington b. Seattle Disposal Company in Roosevelt, Washington c. Eastmont Transfer Station in Seattle, Washington d. Cedar Hills Landfill in Maple Valley, Washington e. CWM Landfill in Arlington, Oregon f. WCI Finley Butte Landfill, in Boardman, Oregon g. CWM Landfill in Kettleman Hills, California H. Submit disposal receipts (or "letter of acknowledgement ") and chain -of custody for waste as specified. Contractor shall make available all disposal manifests and receipts upon request from the Owner or Technical Representative. END OF SECTION 02080 C00569C10 02080, Page 13 King County International Airport 02081 Residential Aircraft Noise Remedy Improvements Lead - Related Activities SECTION 02081 LEAD - RELATED ACTIVITIES PART 1 - GENERAL 1.01 SUMMARY OF WORK A. General work items include, but are not limited to: 1. Compliance: Activities requiring compliance with this Section include the manual demolition, cutting, sawing, sanding, surface preparation, penetration of and mechanical demolition of painted coatings, and removal of such coatings from substrates, as defined in these Specifications and Drawings. Based on the age of the buildings and laboratory analysis the Owner assumes all existing painted components to be lead - containing. a. Contractor is to ensure that all trades performing work impacting painted coatings are familiar with the requirements of this Section and all applicable regulations. 2. Handling: Conduct activities involving lead - containing paint under Work of this Contract in accordance with this Section and current applicable state and federal regulations including WAC 296 -62- 07521: "Lead "; WAC 296 -155 -176: "Occupational Health and Environmental Control "; 29 CFR 1926.62: "Lead Exposure in Construction - Interim Final Rule "; 40 CFR 745.80 Subpart E: "Residential Property Renovation ". 3. Waste Disposal: Waste characterization of anticipated waste stream will be performed, as necessary, by the Owner. See paragraph 3.01 -D for waste disposal requirements. 4. Monitoring: Monitoring of airborne concentrations of lead in accordance with WAC 296 - 155 -176 and this Section. The intent of this Section is to reduce and maintain employee exposure to lead and surrounding airborne concentrations at or below the permissible exposure limit. 1.02 RELATED SECTIONS A. Work performed under this specification section is governed by related specification sections, including, but not limited to, the following: Division 0, Contract Requirements; Division 1, General Requirements: Division 2, Site Work: Division 9, Finishes: Section 09900, Painting. 1.03 SUBMITTALS A. Submit the following "Pre -Work Submittals" prior to start of work. The Work may not proceed until complete Pre -Work Submittal package has been reviewed by the Technical Representative. C00569C10 02081, Page 1 King County International Airport 02081 Residential Aircraft Noise Remedy Improvements Lead - Related Activities 1. Lead Compliance Program: Submit a site - specific lead compliance program in accordance with WAC Chapter 296 -155. The plan shall be developed and implemented to provide engineering, work practice and administrative controls to reduce and maintain employee exposure to lead at or below the permissible exposure limit. The plan will include at a minimum task - specific descriptions of activities; controls; personnel; procedures; method of compliance; technology used to meet compliance; air monitoring plan; detailed schedule; work practice program; administrative controls and other relevant information. Implementation of work practices not described in the Lead Compliance Plan will not be permitted until approved by the Technical Representative and Owner. 2. Medical Program: Submit written proof medical exam program is in compliance with OSHA Lead Regulations 29 CFR 1910.2 and 1926.62, and WAC Chapter 296 -155. Submit for each employee occupationally exposed to lead at or above the action level initial medical surveillance, in the form of blood sampling and analysis for lead and zinc protoporphyrin levels. 3. Worker Training Program: Submit written proof indicating that all employees impacting lead - containing materials have received training per 29 CFR 1926.62 and WAC Chapter 296 -155. Proof shall include a signature from the Contractor's Principal indicating that all employees performing lead related activities have completed such a program. 4. Respirator Program: Submit written proof indicating respirator program is in compliance with all parts of OSHA Lead Regulations 29 CFR 1910.134 and 1926.62, and WAC Chapter 296 -155. B. Post -Job Submittals: 1. Project Record Documents: Provide record of lead control activities including disposition of each type of lead- containing item removed from the site. 2. Air Monitoring: Submit copies of all air monitoring data (including sample data sheets), chain -of- custody documentation and calibration records related to the initial exposure assessment for workers impacting lead - containing materials. 1.04 AIR MONITORING A. Testing Laboratory: An Independent Testing Laboratory shall be retained by the Contractor for all lead air analysis. All exposure monitoring analysis shall be performed in accordance with 29 CFR Part 1926.62 and WAC Chapter 296 -155. The laboratory must participate in the ELPAT Program and be a member of AIHA. Air sample collec- tion may be performed by an Industrial Hygienist or the Contractor's trained supervisor at the Contractor's option. B. Sample Documentation: Documentation shall be kept for each filter sample procured as to worker sampled, social security number, activity, work area location, date and time taken, volume of air drawn through filter, pump identification number and calibration. Documentation shall indicate in what areas tests were taken and shall clearly indicate the specified maximum allowable levels for each area tested. Report all data. Complete laboratory chain -of- custody records with all samples. C00569C10 02081, Page 2 King County International Airport 02081 Residential Aircraft Noise Remedy Improvements Lead - Related Activities C. Analysis Procedures: The samples shall be collected on 37 mm filters and analyzed within 24 hours using NIOSH Analytical Method No. 7105 or 7082. The containers shall be clearly labeled with project name and Sample Number and shall become property of the Owner at work completion at the Owner's request. D. Contractor's Sampling During Lead Related Activities: 1. Initial exposure: Exposure monitoring shall be performed by the Contractor during impact of representative lead - painted items per WAC 296 -155. 2. Most Contaminated Worker: The Contractor shall determine which worker(s) in each work area is probably experiencing the most severe exposure. This is the "Most Contaminated Worker(s)". 8 -hour TWA samples shall be collected on this worker(s). Worker shall wear a personal sampling pump and the sample shall be drawn from the breathing zone of this worker. 3. Number of samples: The number of air samples collected shall be as defined in the approved Lead Compliance Program. Historical measurements per WAC 296 -155 may be used to satisfy continuing exposure assessment requirements. E. Work Area Monitoring 1. Technical Representative: The Owner has retained an Technical Representative to collect and analyze lead waste disposal (TCLP), as necessary, and work area air samples. Sample results will be forwarded to the Contractor as appropriate. 2. Monitoring: The Owner reserves the right to monitor Contractor's performance via air, dust wipe and TCLP samples during lead related activities, in addition to the Contractor's exposure monitoring and testing. Sampling performed by the Technical Representative will not be available for use as the Contractor's Initial Exposure Assessment. 3. Quality Control a. Maximum allowable airborne concentrations: Contractor shall ensure that at all times airborne concentrations of lead outside lead work areas are maintained at or below the OSHA Action Level of 30 mg/L3. b. Immediately upon being notified of concentrations exceeding the specified maximum allowable levels, the Contractor shall perform the following steps in the order presented, at no additional cost to the Owner: Stop lead related activities work, identify source of high lead concentrations, develop plan with Technical Representative and Owner to complete lead related activities in a manner to prevent visible emissions and elevated lead levels. 1.05 LIABILITY A. Failure of the Technical Representative to discover or report any violation of these Specifications or any applicable regulations shall not constitute a waiver of any such requirements. C00569C10 02081, Page 3 King County International Airport 02081 Residential Aircraft Noise Remedy Improvements Lead - Related Activities PART 2- PRODUCTS 2.01 PROTECTIVE CLOTHING AND EQUIPMENT A. Provide Personnel Protective Equipment for Lead related activities per WAC 296 -155. PART 3 - EXECUTION 3.01 REMOVAL AND DISPOSAL PROCEDURES A. Component Removal Procedures: 1. Set -up Activities: Prior to removal of lead - containing painted components, Contractor shall cover the ground below the work area with 6 -mil plastic sheeting or equivalent. The drop- sheeting shall extend outward a minimum of 6 feet from the location of item(s) being removed. Any tears that occur in the drop- sheeting shall be immediately repaired with duct tape or other acceptable seal. Debris shall be collected with a wet/dry vacuum to avoid escape from the drop- sheeting. Wash water shall be retained on the drop - sheeting and removed by mops or wet/dry vacuums. The residue /debris and water shall be placed in storage drums for testing prior to disposal. See paragraph 3.01 -D for testing requirements. 2. Perform removal of lead - containing painted components in accordance with approved lead work plan. Use procedures and equipment required to limit occupational and environmental exposure to lead when lead - containing paint is impacted. The procedures employed by the Contractor shall not create the potential for contaminating surrounding areas or materials with lead - containing dust. Dust generation shall be minimized at all times. 3. At completion of the above operations, HEPA vacuum drop- sheeting to remove any paint particles or debris. Wet wash plastic sheeting to remove all dust. Perform, and document findings of, visual inspection. B. Surface Preparation and Removal of Lead -Based Paint from Substrates 1. Visual Inspection: The Contractor is to inspect all painted components to determine requirements for surface preparation as defined in section 09900, Painting. 2. Restrictions: Surface preparation shall not be permitted when wind speeds exceed 10 MPH in the area of work at building exteriors. The Contractor may install wind breaks to reduce air velocity. 3. Set -up Activities: a. Set -up activities shall be performed as defined above in paragraph 3.01. b. Use of mechanical methods including, but not limited to power sanding, grinding, sand - blasting, etc. shall be performed within a negative pressure enclosure pending completion of a negative exposure assessment per WAC 296 -155 -176. C00569C10 02081, Page 4 King County International Airport 02081 Residential Aircraft Noise Remedy Improvements Lead - Related Activities c. Negative Pressure Enclosures (NPEs) shall be constructed of 6 -mil reinforced plastic sheeting covering walls, ceiling and floors in the controlled area and utilize a two -stage decontamination airlock. All critical openings within the NPE shall be sealed with 6 -mil plastic sheeting. Washable surfaces within the NPE, not including floors, are not required to be covered with plastic sheeting. Floors within the NPE shall be covered by two layers of 6 -mil plastic sheeting extending a minimum of 12" onto adjacent walls. 4. Surface Preparation and Lead -Based Paint Removal Procedures a. Surface Preparation: The Contractor is to perform surface preparation of lead containing painted components according to the approved Lead Compliance Plan to satisfy requirements of section 09900, Painting. Methods acceptable for such surface preparation shall not create the potential for dust generation and shall not distribute debris beyond drop - sheeting installed at the work area. Methods acceptable for surface preparation shall not create the potential for damage to the substrate. b. Lead - Containing Paint Removal: Contractor shall perform lead paint removal according to the approved Lead Compliance Plan. Implement engineering and work practice controls to prevent visible emissions, maintain employee exposure at or below PEL, and maintain airborne lead concentrations outside the work area at or below the Action Level. c. During the course of surface preparation/paint removal the debris shall be collected with a wet/dry vacuum. Any wash water shall be retained on the drop - sheeting and removed by mops or wet/dry vacuums. The residue /debris shall be placed in storage drums for testing prior to disposal. d. At completion of the above operations, HEPA vacuum drop- sheeting and/or NPE surfaces to remove any paint particles or debris. Wet wash and/or mop plastic sheeting to remove all dust. Perform, and document findings of, visual inspection. 5. Negative Exposure Assessment: The Contractor may waive the requirement of a negative pressure enclosure when using mechanical methods upon approval by the Technical Representative of data indicating a negative exposure assessment has been completed per WAC 296 -155 and paragraph 1.04, Air Monitoring. The Contractor shall allow 48 -hours for review of such data. C. Housekeeping: Maintain all surfaces as free as practicable of accumulations of lead and perform clean -up of work areas as necessary according to WAC 296 - 155 - 17617. D. Disposal Procedures: 1. The Contractor shall be responsible for disposal of lead - containing debris produced by surface preparation and/or removal of lead- containing painted coatings from substrate(s) according to applicable local, state and federal regulations, and for items outlined in Section 01011. C00569C10 02081, Page 5 King County International Airport 02081 Residential Aircraft Noise Remedy Improvements Lead - Related Activities 2. Waste characterization will be performed by the Owner on anticipated waste streams as necessary. Analyses of samples of representative waste constituents anticipated to be produced by demolition activities at each site included in the Phase 3 contract will be performed using EPA Method 1311, Toxicity Characteristic Leachate Procedure (TCLP). a. It is anticipated that waste produced by the Work will be permitted as general waste, with any exceptions noted in Section 01011. Documentation of waste characterization will be forwarded as appropriate. b. The Contractor shall make representative waste available for sampling by the Technical Representative, as necessary. Waste shall be stored on site until characterization is completed. END OF SECTION 02081 C00569C10 02081, Page 6 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL Section 06100 Rough Carpentry 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Terms and Conditions and Division -1 Specification sections, apply to work of this section. 1.02 WORK IN OTHER SECTIONS A. Flashing and Sheet Metal covered in Section 07620. 1.03 GENERAL NOTES A. Dimensions, as contained in these Specifications or as scaled from the Detail Drawings shall be presumed to be approximate. In the event that site conditions uncovered during the work require modification to, or alteration of those dimensions to accomplish the work in accordance with the intent of these Specifications, the Contractor shall make the adjustments as required to comply with that intent. 1.04 DESCRIPTION OF WORK A. Rough Carpentry work includes rough carpentry work not specified as part of other sections and which is described below. B. Work in this section includes miscellaneous carpentry: 1. Building paper general: Shall comply to specification UU -B -790. Type 1, Grade D, Style 2. Building paper at exterior windows: "Perm -a- Barrier" by W.R. Grace (peel -and -stick SBS membrane waterproofmg) or approved equal. 3. Framing for duct - concealment soffits. 4. Framing for fan access hatches. 5. Framing for support of secondary sliding glass doors. 6. Sloped nailers at pan- flashing over concrete walls. Refer to Section 07620. 1.05 PRODUCT HANDLING A. Delivery and Storage: Keep materials dry at all times. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar material stacks. 1.06 PROJECT CONDITIONS A. Environmental Conditions: Obtain and comply with rough carpentry materials manufacturer's and installer's recommendations for optimum temperature and humidity conditions for rough carpentry during its storage and installation. B. Coordination: Fit carpentry work to other work; scribe and cope as required for accurate fit. PART 2 - PRODUCTS 2.01 STANDARDS C00569C10 06100 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements Section 06100 Rough Carpentry A. Latest Standard Grading Rules for West Coast Lumber, by West Coast Lumber Inspection Bureau (WCLIB) or Western Woods Products Association (WWPA). B. National Design Specifications for stress grade lumber and its fastenings, latest edition. C. Plywood: US Product Standard PS 1 -83 of Construction and Industrial Plywood. D. Preservative Treatment: American Wood Preserver's Association (AWPA) Standard TT -W- 571. 2.02 LUMBER, GENERAL A. Nominal sizes are indicated, except as shown by detail dimensions. B. Provide dressed lumber S4S, unless otherwise indicated. C. Inspection Agencies: Inspection agencies and the abbreviation used to reference them with lumber grades and species include the following: 1. WCLIB - West Coast Lumber Inspection Bureau 2. WWPA - Western Wood Products Association D. Grade Stamps: Provide lumber with each piece factory- marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill. E. Provide seasoned lumber with 19% maximum moisture content at time of dressing shipment for sizes 2" or less in nominal thickness, unless otherwise indicated. 2.03 DIMENSION LUMBER A. For Nailers, soffit framing use: (1" to 4" thick), #2 and better Doug -Fir graded under WWPA or WCLIB rules and treated for rot resistance. B. For interior fascias, trims and casings, use paint grade D -F. Refer to Section 06200. 2.04 PLYWOOD A. Comply with US Product Standard PS 1 -83 of Construction and Industrial Plywood. B. Trademark: Factory-mark each construction panel with APA trademark evidencing compliance with grade requirements. 2.05 MISCELLANEOUS LUMBER A. Provide wood for support or attachment of other work including insulation stops, nailers, blocking and similar members. All miscellaneous lumber to be pressure treated. Provide lumber of sizes indicated, worked into shapes shown and as follows: 1. Moisture Content: 19% maximum for lumber items not specified to receive wood preservative treatment. 2. Grade: Standard & better framing size lumber of any species or board size lumber as required. No. 3 common or standard grade boards per WCLIB or WWPA rules or No. 3 boards per WCLIB rules. 2.06 MISCELLANEOUS MATERIALS A. Fasteners and Anchorages, General: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal standards. C00569C10 06100 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 06100 Rough Carpentry B. Specifications for nails, screws, bolts, nuts, washers, and anchoring devices. Provide metal hangers and framing anchors of the size and type recommended by the manufacturer for each use including recommended nails. Do not use explosive fasteners into masonry. 1. Bolts, nuts, and studs shall conform to the applicable requirements of specification FF -B- 571 and FF -B -575. 2. Expansion shields shall conform to the applicable requirements of specification FF -S- 325. Except as shown otherwise, maximum size of devices in Groups IV, V, VI, and VII shall be 3/8 ". 3. Lag screws ands lag bolts shall conform to applicable requirements of specification FF- B -561. 4. Wire nails shall conform to specification FF -N -105. 5. Building paper: Shall comply to specification UU-B -790 - Type 1, Grade D, 60 min. 2.07 WOOD TREATMENT BY PRESSURE PROCESS A. Preservative Treatment: Where lumber or plywood is indicated as "PT" or "Treated," or is specified herein to be treated, comply with applicable requirements of AWPA Standards C2 (Lumber) and C9 (Plywood). Mark each treated item with the AWPA Quality Mark Requirements or equivalent code approved agency. 1. Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment and to comply with AWPA M4. 2. Pressure -treat above - ground items with water -borne preservatives complying with AWPB LP -2. After treatment, kiln -dry to a maximum moisture content, respectively of 19% and 15 %. Treat indicated items and the following: a) All wood items in contact with concrete or masonry or intended to be covered by roofing membrane. b) All wood items in contact with cement. 3. Field Applied Preservative Treatment: Where existing lumber or plywood is indicated for preservative treatment use; Woodlife Marine Wood Preservative or approved equal with 10% Copper Naphthenate and 90% Inert Ingredients. Apply per manufacturer's specifications. PART 3 — EXECUTION 3.01 EXAMINATION A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting installation and performance of finish carpentry. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 INSTALLATION, GENERAL A. Discard units of material with defects that might impair quality of work, and units that are too small to use in fabricating work with minimum joints or optimum joint arrangement. B. Set carpentry work to required levels and lines, with members plumb and true to line and cut and fitted. C00569C10 06100 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 06100 Rough Carpentry C. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. D. Use common wire nails, except as otherwise indicated. Use finishing nails for finish work. Make tight connections between members. Install fasteners without splitting of wood; pre- drill as required. E. Do not use carpentry materials that are unsound, warped, bowed, twisted, improperly finished, not adequately seasoned, or too small to fabricate with proper jointing arrangements. F. Install carpentry plumb, level, true, and aligned with adjacent materials. Use concealed shims where required for alignment. G. Scribe and cut finish carpentry to fit adjoining work. H. Install to tolerance of 1/8 inch in 8 feet for plumb and level. Install adjoining finish carpentry with 1/16 -inch maximum offset for flush installation and 1/8 -inch maximum offset for reveal installation. I. Coordinate finish carpentry with materials and systems that may be in or adjacent to standing and running trim. Provide cutouts for mechanical and electrical items that penetrate exposed surfaces of trim. J. Building paper to be overlapped a minimum of 8" to existing barrier material such that moisture is shingled away from the underlayment. END OF SECTION C00569C10 06100 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 06200 FINISH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Exterior wood trim at new windows and doors B. Exterior beveled siding C. Interior staining and trim Section 06200 Finish Carpentry 1.02 RELATED SECTIONS A. Finish of wood trim is covered in Section 09900. B. Wood furring, blocking, shims, and hanging strips required for installing woodwork and concealed within other construction before finish carpentry installation is covered in Section 06100. 1.03 SUBMITTALS A. Submit Shop Drawings in accordance with Section 01300, Submittals. B. For each type of product indicated, include hardware accessories and fmish materials and processes. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Protect finish carpentry materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration at all times up until acceptance of the work by the Owner. B. Do not deliver finish carpentry materials until painting, wet work, grinding and similar operations, which could damage, soil or deteriorate woodwork have been completed installation areas. If, due to unforeseen circumstances, finish carpentry materials only in areas meeting requirements specified for installation areas. 1.05 PROJECT CONDITIONS A. Do not deliver woodwork until painting and similar operations that could damage it have been completed in installation areas. If finish carpentry materials must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Project Conditions ". B. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is complete, and HVAC system is operating and will maintain temperature between 60 and 90 degrees F and relative humidity between 43 and 70 percent during the remainder of the construction period. C. Field Measurements: Where woodwork is indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrications and indicated measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the work C00569C10 06200 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements Section 06200 Finish Carpentry D. Locate concealed framing, blocking, and reinforcements that support woodwork by field measurements before being enclosed and indicated measurements of Shop Drawings. Provide fillers and scribes if necessary 1.06 PROJECT CONDITIONS A. Weather Limitations: Proceed with installing exterior finish carpentry only when existing and forecasted weather conditions will permit work to be performed according to manufacturer's recommendations and warranty requirements and at least one coat of specified finish to be applied without exposure to rain, snow, or dampness. PART 2 PRODUCTS 2.01 STANDARDS A. Latest Standard Grading Rules for West Coast Lumber, by West Coast Lumber Inspection Bureau ( WCLIB) or Western Woods Products Association (WWPA) B. National Design Specifications for stress grade lumber and its fastenings, latest edition. C. Plywood: US Product Standard PS 1 -83 of Construction and Industrial Plywood. 2.02 LUMBER, GENERAL A. Nominal sizes are indicated, except as shown by detail dimensions. B. Inspection Agencies: Inspection agencies and the abbreviation used to reference them with lumber grades and species include the following: 1. WCLIB - West Coast Lumber Inspection Bureau. 2. WWPA - Western Wood Products Association. C. Grade Stamps: Provide lumber with each piece factory- marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill. D. Moisture Content: 19% maximum for lumber items not specified to receive wood preservative 2.03 EXTERIOR WINDOW TRIM AND DOOR TRIM A. Species: cedar or fir to match existing window trim being removed. 1. Grade: tight -knot 2. Texture: sanded 3. Sizes: match existing window trim being removed 4. Finish: paint or stain to match existing adjacent surfaces. Refer to section 09900. C00569C 10 06200 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 06200 Finish Carpentry 2.04 INTERIOR WINDOW TRIM AND DOOR TRIM A. Species: birch, oak, fir, or mahogany to match existing window trim being removed. 1. Grade: premium. 2. Texture: sanded. 3. Sizes: match existing window trim being removed. 4. Finish: paint or stain to match existing adjacent surfaces. Refer to section 09900. 2.05 MISCELLANEOUS MATERIALS A. Fasteners and Anchorages; General: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nails, screws, bolts, nuts, washers, and anchoring devices. 2.06 INSTALLATION MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Fire - retardant - treated softwood lumber, kiln dried to less than 15 percent moisture content. B. Anchors: Select material, type, size and finish required for each substrate for secure anchorage. Provide nonferrous -metal or hot -dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed -steel or lead expansion sleeves for drilled -in -place anchors. 1. Wire nails shall conform to specification FF -N -105. 2. Building paper general: Shall comply to specification UU -B -790. Type 1, Grade D, Style. 3. Building paper at exterior: refer to Section 07620, 2.04. 2.07 FABRICATION, GENERAL A. Interior Woodwork Grade: Provide premium grade interior woodwork complying with referenced standard. B. Wood Moisture Content: Comply with requirements of referenced quality standard for wood moisture content in relation to ambient relative humidity during fabrication and installation areas. C. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: 1. Edges of solid wood members 3/4" or less thick: 1/16 ". D. Compete fabrication to maximum extent possible, before shipment to the Project Site. Dissemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance of scribing, trimming, and fitting. C00569C10 06200 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements 2.08 RECONSTRUCTED SHELVING A. Materials: 1. 3/4" plywood or to match existing. 2. Finish to match existing: ref Section 09900. 2.09 EXTERIOR BEVELLED SIDING A. Wood Species: tight -knot cedar. 1. Grade: paint grade. 2. Texture: Surfaced. 3. Sizes: to match existing of adjacent boards. 4. Finish: to match existing. Refer to section 09900. PART 3 EXECUTION Section 06200 Finish Carpentry 3.01 PREPARATION: A. Condition wood materials to average prevailing humidity conditions in installation areas prior to installing. 3.02 INSTALLATION: A. Discard units of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned or too small to fabricate work with minimum of joints or optimum jointing arrangements, or which are of defective manufacturer with respect to surfaces, sizes or patterns. B. Install the work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8' -0" for plumb and level counter tops; and with 1/16" maximum offset in flush adjoining 1/8" maximum offsets in revealed adjoining surfaces. C. Scribe and cut work to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts. D. Install in accordance with approved shop drawings and details indicated on Drawings. Anchor woodwork to anchors or blocking built in or directly attached to substrate. Secure with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails for exposed fastening, countersunk and filled flush with woodwork and matching final finish E. Install standing and running trim with minimum number of joints possible, using full- length pieces to greatest extent possible. Do not use pieces less than 96 inches long, except where shorter single - length pieces are necessary. 1. Fill gaps, if any between top of base and wall with plastic wood filler, sand smooth, and finish same as wood base. 2. Install standing and running trim with no more variation from a straight line than 1/8" in 96 inches. C00569C10 06200 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements Section 06200 Finish Carpentry 3.03 ADJUSTMENT, CLEANING, FINISHING AND PROTECTION: A. Repair damaged and defective finish carpentry work wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. B. Clean finish carpentry work on exposed and semi- exposed surfaces. Touch -up shop - applied finishes to restore damaged or soiled areas. C. Protection: Installer of fmish carpentry work shall advise Contractor of final protection and maintained conditions necessary to ensure that work will be without damage or deterioration at time of acceptance. 3.04 CLEAN UP: A. Clean up work area in accordance with Division 1 Sections. END OF SECTION C00569C10 06200 Page 5 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 07211 INSULATION PART 1 - GENERAL 1.01 SUMMARY A. This Section includes: Furnishing and installing the following insulation: 1. Concealed building insulation 2. Acoustical insulation 3. Attic insulation 4. Dormer vent insulation 5. Kitchen vent insulation 6. Flue vent insulation 1.02 SUBMITTALS A. General, submit in accordance with Section 01300. Section 07211 Insulation B. Product Data: For each type of insulation product specified. C. Product test reports from and abased on tests performed by a qualified independent testing agency evidencing compliance of insulation products with specified requirements including those for thermal resistance, fire- test - response characteristics, water -vapor transmission, water absorption, and other properties, base on comprehensive testing of current products. 1.03 QUALITY ASSURANCE A. Single- Source Responsibility for Insulation Products: Obtain each type of building insulation from a single source with resources to provide products complying with requirements indicated without delaying the Work B. Fire - Test - Response Characteristics: Provide insulation and related materials with the fire -test- response characteristics indicated on Drawings or specified elsewhere in this Section as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. 1. Surface - Burning Characteristics: ASTM E 84. 2. Fire - Resistance Rating: ASTM 119. 3. Combustion Characteristics: ASTM E 136. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect insulation materials from physical damage and from deterioration by moisture, soiling, and other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for handling, storing and protecting during installation. B. Materials shall be delivered in original, unopened containers bearing name of manufacturer, product identification and reference to UL testing. C. Clearly identify manufacturer, contents, brand name, applicable standard, and R- value. C00569C10 07211 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements PART 2 - PRODUCTS 2.01 MANUFACTURERS Section 07211 Insulation A. Manufacturers: Subject to compliance with requirements, provide insulation products by one of the following: 1. Mineral -Fiber insulation (thermal and acoustical insulation for use in wall cavities) a. Certain Teed Corporation b. Knauf Fiber Glass c. Owens - Corning Fiberglass Corporation d. Johns Mansville e. U.S. Gypsum 2.02 INSULATING MATERIALS A General: Provide insulating materials that comply with requirements and with referenced standards. 1. Preformed Units: Sizes to fit applications indicated; selected from manufacturer's standard thicknesses, widths, and lengths. B. Face Mineral -Fiber Insulation: Thermal insulation combining mineral fibers of type described below with thermosetting resins to comply with ASTM C 665, Type III, Class A (blankets with reflective vapor - retarder membrane facing and flame spread of 25 or less); with foil - scrim -kraft, foil -scrim, or foil - scrim- polyethylene vapor - retarder membrane on 1 face. 1. Mineral -Fiber Type: Fibers manufactured from glass. C. Acoustical Insulation (Sound Control Batts): Unfaced Mineral Fiber Blanket Insulation. ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from glass, slag wool, or rock wool, with maximum flame - spread and smoke developed indices of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. D. Attic Insulation: Noncombustible blown -in glass fiber insulation conforming to ASTM C764 Type I, and noncombustible unfaced glass fiber batt insulation conforming to ASTM C665 Type I. Mineral wool fiber and rockwool insulation will not be permitted. Blown in cellulose insulation shall comply with CPSC 16 CFR, Parts 1209 and 1404. Attic insulation shall be supplied with an insulation value of not less than R -38. 1. Fire Resistance: Flame spread of 25 or less, smoke density of 450 or less, when tested in accordance with ASTM E84 or UBC Standard 8 -1. E. Dormer Vent Insulation: 2 -inch thick, 1.4 pcf unfaced rigid glass fiber. F. Drip Pan at Dormer Vent: Agree Model RG 305 or approved equal. G. Kitchen Vent Insulation: 1" rigid foil faced insulation. 2.03 AUXILIARY INSULATING MATERIALS A. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation securely to substrates indicated without damaging insulation and substrates. B. Accessories: Provide all nails, staples, wires, clips, and other items required to hold insulation in proper position. C00569C10 07211 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements PART 3 - EXECUTION 3.01 EXAMINATION Section 07211 Insulation A. Examine substrates and conditions, with installer present, for compliance with requirements of Section in which substrates and related work are specified and to determine if other conditions affecting performance of insulation are satisfactory. Do not proceed with installation until unsatisfactory conditions have been corrected. B. Verify surfaces to receive spray insulation to determine if priming/ sealing is required to ensure bonding and/ or to prevent discoloration caused by migratory stains. C. Verify that no knob- and -tube wiring is present; insulation may not be installed over knob- and -tube wiring. If knob- and -tube wiring is present, notify Technical Representative. D. Measure each building to verify total area of insulation required. E. Proceed with installation when conditions are satisfactory. 3.02 PREPARATION A. Clean substrates of substances harmful to insulations or vapor retarders, including removing projections capable of puncturing vapor retarders or that interfere with insulation attachment. B. For spray - applied insulation, provide masking, drop cloths or coverings for materials and surfaces that are not to receive insulation to prevent damage from over - spray. Prime surfaces as required by manufacturer's instructions or as determined by examination. 3.03 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instruction applicable to products and application indicated. B. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. C. Apply single layer of insulation to produce thickness indicated. Protect ducts from damage when insulation is blown in. D. Notify Technical Representative of any damaged plumbing or ductwork before proceeding with the work. 3.04 INSTALLATION OF GENERAL BUILDING INSULATION A. Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. B. Seal Joint between closed -cell (non - breathing) insulation units by applying adhesive, mastic, or sealant to edges of each unit to form a tight seal as units are shoved into place. Fill voids in completed installation and seal as recommended by insulation manufacturer. C. Set vapor - retarder -faced units with vapor retarder to warm side of construction, unless otherwise indicated. Do not obstruct ventilation spaces, except for firestopping. C00569C10 07211 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 07211 Insulation 1. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to surrounding construction to ensure airtight installation. D. Install glass -fiber blankets in cavities formed by framing members according to the following requirements: 1. Use blanket widths and lengths that fill cavities formed by framing members. Where more than one length is required to fill cavity, provide lengths that will produce a snug fit between ends. 2. Place blankets in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. E. Install board insulation on concrete substrates by adhesive per insulation board manufacturer's written instructions. F. Stuff glass -fiber loose -fill insulation into miscellaneous voids and cavity spaces where shown. Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. Ft. (40 kg /cu. M). G. Attic Insulation: Total thickness of blown insulation shall be not less than 14 3/4 inches (R38) including existing insulation, if any. Total nominal thickness of batt insulation shall not be less than 12 inches, including existing insulation, if any. 1. Batt insulation shall be used around attic access panels within two feet of access opening. 2. Glue 10 inch thick batt insulation to completely cover top of new and existing attic access panels. H. Apply insulation between framing members and around plumbing, ductwork, piping and electrical work. Small openings around chimneys, light fixtures, plumbing and ductwork shall be hand packed with batt insulation. I. Cavities or drops such as kitchen soffits, etc., shall be provided with a platform of h" plywood covered with batt insulation prior to insulating. J. Install batt insulation baffle stops at all attic vents to prevent blockage of ventilation. K. Install attic vent baffles and roof vent baffles as shown in drawings. 3.05 INSULATION OF FLUENENT A. At gas flue, or laundry exhaust vents, pack opening tightly with not less than 6 inch thickness of Type I, noncombustible unfaced glass fiber batt insulation. B. Cut 26 gage sheet metal cover plate to overlap opening by '/ inch on all sides. C. Set cover plate in continuous bead of sealant and attach with screws to make airtight joint. D. Paint cover plate to match existing adjacent surfaces. Refer to 09900 Painting. 3.06 PROTECTION A. General: Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical abuse, and other causes. Provide temporary coverings or enclosures C00569C10 07211 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements Section 07211 Insulation where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediacy after installation. END OF SECTION C00569C10 07211 Page 5 King County Intemational Airport Section 07620 Residential Aircraft Noise Remedy Improvements Sheet Metal & Miscellaneous Flashings SECTION 07620 SHEET METAL & MISCELLANEOUS FLASHINGS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes sheet meal flashings and trim in the following categories 1. Exposed trim. 2. Pre - primed metal flashing and counterflashings. 3. Self - adhering membrane flashings. B. Related Sections: The following sections contained requirements that relate to this Section: 1 Rough carpentry covered in Section 06100. 2. Finish carpentry covered in Section 06200. 3. Sealants covered in Section 07900. 4. Finish painting in Section 09900. 1.02 PERFORMANCE REQUIREMENTS A. General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failing. 1.03 SUBMITTALS A. General: Submit each item in this Section in accordance with Section 01300. B. Product Data: Submit manufacturer's material and fmish data, installation instructions, and general recommendations for each specified flashing material and fabricated product. C. Submit shop drawings of each item specified showing layout, profiles, methods of joining, and anchorage details. D. Submit samples of sheet metal flashing, trim and accessory items, in the specified finish. Where finish involves normal color and texture variations, include Sample sets composed of 2 or more units showing the full range of variations expected. 1. 8-inch square Samples of specified sheet materials to be exposed as fmished surfaces. 2. 12 -inch long Samples of factory- finished products as finished Work. Provide complete with specified fmish. 1.04 REFERENCES A. Conform to recommendations of "Architectural Sheet Metal Manual ", latest edition issued by Sheet Metal and Air conditioning Contractor's National Association (SMACNA) insofar as applicable for all metals. B. Fabricate and install flashings at roof edges to comply with recommendations of FM Loss Prevention Data Sheet 1-49 for the following wind zone: 1. Wind Zone 1: Wind Pressures of 21 to 30 psf. C. ANSI/ASTM A446 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process, structural (Physical) Quality. C00569C10 07620 Page 1 King County International Airport Section 07620 Residential Aircraft Noise Remedy Improvements Sheet Metal & Miscellaneous Flashings 1.05 PROJECT CONDITIONS A. Coordinate work of this section with interfacing and adjoining work for proper sequencing of each installation. Ensure best possible weather resistance, durability of work, and protection of materials and finishes. 1.06 WARRANTY A. Furnish manufacturer's written warranty covering failure of the coil- coated exterior finish on the sheet metal flashing. Warranty period is 20 years extended from the date of Substantial Completion. PART 2 — PRODUCTS 2.01 FLASHING AND SHEET METAL MATERIALS A. Concealed hook strips, fasteners, etc.: Same metal as material being fastened 1. 20 gage galvanized steel except as otherwise indicated. B. Pre -Primed Galvanized Steel: 24 GA. hot dipped galvanized steel (G -90) commercial quality, extra smooth primed and finished both sides with baked -on epoxy primer with dry film thickness of .2 mil by the following Manufacturers: A.E.P. SPAN., Peterson Aluminum Corp., BHP, Vincent Metals, Alumax or approved. C. Stainless Steel: AISI Type 302/304, complying with ASTM A 167, 2D annealed finish, soft, except where harder temper required for forming or performance; 0.0187 -inch thick (26 gage) except as otherwise indicated. 2.02 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Screw and Nail Type Fasteners - General: Same metal as flashing/sheet metal or other non- corrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with material being fastened. B. Gasketed Fasteners: #10 x 1 1/2 painted head hex head screws with separate neoprene gasketed stainless steel washers. C. Rivets: Stainless steel closed end pop - rivets, length as required. D. Provide all miscellaneous items as required for a complete and proper installation. E. Sealant Tape: Tremco MBT -35 Metal Building Tape or butyl tape to meet TT- C- 1796 -A or approved equivalent. F. Separation Tape: 1/16" x 1/2" neoprene tape. G. Solder: For use with stainless steel & galvanized steel, provide 60-40 tin/lead solder (ASTM B 32), with acid- chloride type flux, except use rosin flux over tinned surfaces. H. Asphalt Mastic: SSPC -Paint 12, solvent -type asphalt mastic, nominally free of sulfur and containing no asbestos fibers, compounded for 15 -mil (0.4 mm) dry film thickness per coat. I. Elastomeric Sealant: Generic type recommended by sheet metal manufacturer and fabricator of components being sealed and complying with requirements of joint sealants as specified in Section 07900. J. Paper Slip Sheet: 5 -lb /square (0.244kg/sq) red rosin, sized building paper conforming to FS UU- B -790, type I, Style 1B. C00569C10 07620 Page 2 King County International Airport Section 07620 Residential Aircraft Noise Remedy Improvements Sheet Metal & Miscellaneous Flashings K. Roofing Cement: ASTM D 4586, Type I, asbestos free, asphalt based. L. Polyethylene Underlayment: ASTM 4397, minimum 6 -mil (0.15 mm) thick black polyethylene film, resistant to decay when tested according to ASTM E 154. 2.04 SELF - ADHERING MEMBRANE FLASHINGS A. "Ice & Water Shield" by W.R. Grace (40 mil, self - adhering SBS membrane waterproofing). B. Blue Skin SA, (40 mil., self - adhesive air and vapor barrier membrane). C. Or approved equal. 2.05 FABRICATION, GENERAL A. General Metal Fabrication: Shop- fabricated work to greatest extent possible. Comply with details shown, and with applicable requirements of SMACNA "Architectural Sheet Metal Manual" and other recognized industry practices. B. Fabricate for waterproof and weather - resistant performance; with expansion provisions for running work, sufficient to permanently prevent leakage, damage or deterioration of the work. Fabricate sheet metal to fit substrates. C. Comply with material manufacturer instructions and recommendations for forming material. D. Form exposed sheet metal work in 10' lengths without excessive oil- canning, buckling and tool marks, true to line and levels indicated, with exposed edges folded back to form hems. E. Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. Tin edges to be seamed, form seams, and solder. F. Expansion Provisions: Provide for thermal expansion of exposed sheet metal work. Space movement joints at maximum 10 feet intervals with no joints allowed within 24 inches of corner or intersection. Where lapped or bayonet -type expansion joints as detailed cannot be used or would not be sufficiently waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic (concealed within joints). G. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1 1/2 inches, except where pretinned surfaces would show in finished work. H. Sealant Joints: Where moveable non - expansion type joints are indicated or required for proper performance of work, form metal to provide for proper installation of urethane sealant in compliance with SMACNA standards. I. Separate metal from non - compatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. J. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. 2.06 SHEET METAL FABRICATIONS A. General: Fabricate sheet metal items in thickness or weight needed to comply with performance requirements but not less than listed above for each application and metal. In all cases match existing metal type when connecting to existing metals. PART 3 — EXECUTION C00569C10 07620 Page 3 King County International Airport Section 07620 Residential Aircraft Noise Remedy Improvements Sheet Metal & Miscellaneous Flashings 3.01 EXAMINATION A. Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify that work may properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 INSTALLATION REQUIREMENTS A. General: Except as otherwise indicated, comply with manufacturer's installation instructions and recommendations, and with SMACNA "Architectural Sheet Metal Manual ". Anchor units of work securely in place by methods indicated, providing for thermal expansion of metal units, conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams, laid away from southerly prevailing weather, which will be permanently watertight and weatherproof. B. Install exposed sheet metal work that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashings and trim to fit substrates and to result in waterproof and weather- resistant performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Soldered joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1-1/2 inches, except where pretinned surface would show in finished work. 1. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces. D. Sealed joints: Form non - expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. 1. Use joint adhesive for nonmoving joints specified not to be soldered. E. Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. Tin edges to be seamed, from seams, and solder. F. Separations: Separate metal from non - compatible metal or corrosive substrates by coating concealed surfaces, at locations of contact, with asphalt or other permanent separation as recommended by manufacturer. 1. Underlayment: Where installing stainless steel or aluminum directly on cementitious or wood substrates, install a slip sheet of red -rosin paper and a course of polyethylene underlayment 2. Bed flanges of Work in thick coat of roofing cement where required for waterproof performance. G. Counterflashings: Coordinate installation of counterflashing with installation of assemblies to be protected by counterflashings. Install counterflashings in reglets or receivers. Secure in a waterproof manner by means of snap -in installation and sealant, lead wedges and sealant, interlocking folded seam, or bind rivets and sealant. Lap counterflashing joints a minimum of 2 inches (50 MM) and bed with sealant. H. Expansion provisions: Provide for thermal expansion of exposed sheet metal work. Space movement joints at maximum of 10 feet with no joints allowed within 24 inches of comer or C00569C10 07620 Page 4 King County International Airport Section 07620 Residential Aircraft Noise Remedy Improvements Sheet Metal & Miscellaneous Flashings intersection. Where lapped or bayonet -type expansion provisions in work cannot be used or would not be sufficiently weatherproof and waterproof, from expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). 3.03 CLEANING AND PROTECTION A. Clean exposed metal surfaces, removing substances which might cause corrosion of metal or deterioration of fmishes, and promptly apply match touch -up paint to surface scratches and cut "raw" edges prior to exposure to weather. B. Installer shall advise Contractor of required procedures for surveillance and protection of flashings and sheet metal work during construction, to ensure that work will be without damage or deterioration, other than natural weathering, at time of Substantial Completion. END OF SECTION C00569C10 07620 Page 5 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 07900 SEALANTS PART 1 - GENERAL Section 07900 Sealants 1.01 SECTION INCLUDES A. Extent of each type of sealant work is indicated on drawings and by provisions of this section. B. This section includes sealants for the following applications 1. Exterior joints in the following vertical surfaces and non - traffic horizontal surfaces: a. Sealant at sheet metal flashing joints. b. Perimeter joints between building materials and frames of doors and windows. c. Other joints as indicated. 1.02 SYSTEM PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seal without causing staining or deterioration of joint substrates. 1.03 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project Site in original unopened containers or bundles with labels informing about manufacturer, project name and designation, color, expiration period for use, pot life, curing time and mixing instructions for multi- component materials. B. Store and handle materials to prevent their deterioration or damage due to moisture, temperature change, contaminants, or other causes. 1.04 SUBMITTALS A. Product data from manufacturers for each joint sealant required. B. Samples for initial selection purposes in form of manufacturer's standard bead samples, consisting of strips of actual products showing full range of colors available, for each product exposed to view. C. Certificates from manufacturers of joint sealants attesting that their products comply with specification requirements and are suitable for the use indicated. 1.05 QUALITY ASSURANCE A. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealant materials from a single manufacturer for each different product required. 1.06 PROJECT CONDITIONS A. Environmental Conditions: Do not proceed with installation of joint sealers when ambient and substrate temperature conditions are outside the limits permitted by joint sealer manufacturers. B. Joint Width Conditions: Do not proceed with installation of joint sealers when joint widths are less than or wider than allowed by joint sealer manufacturer for application indicated. C00566C10 07900 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements Section 07900 Sealants C. Joint Substrate Conditions: Do not proceed with installation of joint sealers until contaminants capable of interfering with their adhesion are removed from joint substrates. 1.07 WARRANTY A. Installer's wan-anty: Written warranty, signed by installer agreeing to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within the specified warranty period. 1. Warranty period: 2 years from the date of Substantial Completion. B. Manufacturer's warranty: Written warranty, signed by elastomeric sealant manufacturer agreeing to furnish elastomeric joint sealants to repair of replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty period: Ten (10) years from the date of Substantial Completion. PART 2 — PRODUCTS 2.01 MATERIALS, GENERAL A. General: Ensure that all products used on this project are 100% asbestos free. Provide certification to this effect if requested by the Project or Technical Representative. B. Compatibility: Provide joint sealers, joint fillers and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by testing and field experience. C. Colors: Provide selection made by Technical Representative from manufacturer's standard colors for products of type indicated. 2.02 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant which comply with ASTM C 920 requirements, including those for Type, Grade, Class, and intended uses indicated for each product in " Elastomeric Joint Sealant Schedule," located at the end of this section. B. Available Products: Subject to compliance with requirements, elastomeric sealants that may be incorporated in the Work include, but are not limited to, the products specified in the " Elastomeric Sealant Schedule," located at the end of this section. 2.03 JOINT SEALANT BACKING: A. General: Provide sealant backings of material and type which are non - staining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Plastic Foam Backer Rod: Preformed, compressible, resilient, non - staining, non waxing, non extruding strips of flexible plastic foam of material indicated below and of size and shape, and density to control sealant depth and otherwise contribute to producing optimum sealant performance. C. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint filler materials or C00566C10 07900 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 07900 Sealants joint surfaces at back or joint where such adhesion would result in sealant failure. Provide self - adhesive tape where applicable. 2.04 MISCELLANEOUS MATERIALS A. Primer: Provide type recommended by joint sealer manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from pre - construction joint sealer substrate and field tests. B. Cleaners for Nonporous Surfaces: Provide non - staining, chemical cleaner of type acceptable to manufacturer of sealant and sealant backing materials which are not harmful to substrates and adjacent nonporous materials. C. Masking Tape: Provide non - staining, non - absorbent type compatible with joint sealants and to surfaces adjacent to joints as applicable. PART 3 — EXECUTION 3.01 INSPECTION A. Require installer to inspect joints indicated to receive joint sealers for compliance with requirements for joint configurations, installation tolerances and other conditions affecting joint sealer performance. B. Do not allow joint sealer to proceed until unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealers to comply with recommendations of joint sealer manufacturers and the following requirements: B. Remove all foreign material from joint substrates which could interfere with adhesion and cohesion of joint sealer, including dust; paints, except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer; oil; grease; waterproofing; water repellents; water; surface dirt and frost. C. Clean concrete, masonry, unglazed surfaces of ceramic tile and similar porous joint substrate surfaces, by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealers. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. D. Clean metal, glass, porcelain enamel, glazed surfaces of ceramic tile; and other non - porous surfaces by chemical cleaners or other means which are not harmful to substrates or leave residues capable of interfering with adhesion of joint sealers. E. Joint Priming: Prime joint substrates where indicated or where recommended by joint sealer manufacturer based on pre- construction-joint sealer - substrate tests or prior experience. Apply primer to comply with joint sealer manufacturer's recommendations. Confine primer to areas of joint sealer bond; do not allow spillage or migration onto adjoining surfaces. 3.03 INSTALLATION OF JOINT SEALERS A. General: Comply with joint sealer manufacturer's printed installation instructions, including "tooling" and all techniques applicable to products and applications indicated, except where more stringent requirements apply. C00566C10 07900 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 07900 Sealants B. Elastomeric Sealant Installation Standard: Comply with recommendations of ASTM C 962 for use of joint sealants as applicable to materials, applications and conditions indicated. C. Installation of Sealant Backings: Install sealant backings to comply with the following requirements: D. Install joint fillers of type indicated to provide support of sealants during application and at position required to produce the cross - sectional shapes and depths of installed sealants relative to joint widths which allow optimum sealant movement capability. E. Do not leave gaps between ends of joint fillers. F. Do not stretch, twist, puncture, or tear joint fillers. G. Remove absorbent joint fillers which have become wet prior to sealant application and replace with dry material. H. Install bond breaker tape between sealants and joint fillers, compression seals, or back of joints where adhesion of sealant to surfaces at back of joints would result in sealant failure. I. Installation of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross - sectional shapes and depths relative to joint widths which allow optimum sealant movement capability. J. Sill weeps: Where weep holes exist at joints to be replaced with sealant and at lintel joints above openings, provide weeps and install sealant to assure weeps remain functional. K. Tooling of Non -sag Sealants: Immediately after sealant application and prior to time skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents which discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. L. Provide concave joint configuration per Figure 6A in ASTM C 962, unless otherwise indicated. 3.04 PROTECTION AND CLEANING A. Protect joint sealers during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately and reseal joints with new materials to product joint sealer installations with repaired areas indistinguishable from original work. B. Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and with cleaning materials approved by manufacturers of joint sealers and of products in which joints occur. 3.05 EXTERIOR JOINT SEALANT SCHEDULE A. Low - Modulus, Nonacid -Curing Silicone Glazing Sealant (GS -1). 1. For use at all exterior sealant locations 2. Where glazing sealants of this designation are indicated, provide products complying with the following: a. Dow Coming: 790 b. GE Silicones; Silpruf c. NUCO Industries, Inc: HiFlex 331 C00566C10 07900 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements d. Or approved equal 3. Type and Grade: S (single component 4. Class: 25 5. Use related to exposure: NT (non - traffic) and glazing substrates: M, G, A. 6. Color: to be selected from standard color lines Section 07900 Sealants B. Urethane Joint Sealant: 1. Products: a. Sonolastic "NP -1" b. Sika, "Sikaflex 1 a" c. Mameco, "Vulken 921" d. Bostik, "Chem -calk 900" e. Substitutions under provisions of Section 01630. 2. Type and Grade: S (single - component) and NS (nonsag) 3. Use Related to Exposure: NT (nontraffic) 4. Use related to joint substrates: A (aluminum); and as applicable to joints substrates 0 (other). 5. Applications: for use at all exterior sealant joints except glazing and assemblies. 3.06 INTERIOR JOINT SEALANT SCHEDULE A. Acrylic - Emulsion Sealant: Manufacturer's standard, one part, nonsag, mildew- resistant, acrylic - emulsion sealant complying with STM C 834, formulated to be paintable and recommended for exposed applications on interior and on protected exterior locations involving joint movement of not more than plus or minus 5 percent. B. Products: Subject to compliance with requirements, provide one of the following: 1. Acrylic- Emulsion Sealant: a. "Home Painter's Caulk" Bostik Construction Products Division b. "AC-10"; Pecora Corp. c. "Sonolac"; Sonneborn Building Products Division; Rexnord Chemical Products, Inc. d. "Tremco Acrylic Latex 834 "; Tremco Inc. e. Or approved equal 2. Applications: a. At all interior joints of dissimilar materials and where new materials abut existing at exposed and concealed locations. END OF SECTION C00566C10 07900 Page 5 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 08210 WOOD DOORS PART 1 GENERAL 1.01 WORK INCLUDED A. Exterior solid -core wood doors. B. Interior solid core wood doors. C. Factory staining and sealing of wood doors. 1.02 RELATED WORK A. For Hardware, see Section 08700, Finish Hardware. B. For Glazing, see Section 08800, Glazing. C. Painting of wood doors, see Section 09900 Painting. Section 08210 Wood Doors 1.03 REFERENCES A. NWWD (National Wood Window and Door Association.) A I.S.1 -80 - Industry Standard for Wood Flush Doors (Includes Standards I.S.1.1 through I.I.S.1.7). B. AWI - Quality Standards of Architectural Woodwork Institute. 1.04 QUALITY ASSURANCE: A. Quality Standards. AWI's "Architectural Woodwork Quality Standards" for grade of door, core, construction, finish, and other requirements. B. Manufacturer: Obtain doors from a single manufacturer to ensure uniformity in quality of appearance and construction, unless otherwise indicated. 1.05 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate door elevations, stile and rail reinforcement, internal blocking for hardware attachment, and cutouts for glazing. C. Submit manufacturer's certificate that doors meet or exceed specified fire rated requirements. D. Submit sample of shop - finishing for the Technical Representative's approval. 1.06 DELIVERY, STORAGE, AND PROTECTION A. Delivery: 1. Package each door individually sealed on both faces and all edges for complete protection. 2. Deliver to dry building (defined as a building in condition of average prevailing relative humidity). 3. Deliver in Manufacturer's original unopened protective material or container. C00569C10 08210 Page 1 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08210 Wood Doors a. Clearly mark covering with Manufacturer's name, brand name, size, thickness, and identifying symbol. B. Storage: 1. Package, deliver, and store doors in accordance with ANSI/AWMA requirements. 2. Stack flat on 2x4 lumber, laid 12" from ends and across center. 3. Under bottom door and over top of stack provide plywood or corrugated cardboard to protect door surfaces. 4. Store doors in area where there will be no great variation of heat, dryness, and humidity. C. Handling: Do not drag doors across one another. 1.07 SPECIFIED PRODUCT WARRANTY: A. Door Manufacturer's Warranty: Submit written agreement on door manufacturer's standard form signed by Manufacturer, Installer and Contractor, agreeing to repair or replace defective doors which have warped (bow, cup or twist) or which show telegraphing of core construction in face veneers, or do not conform to tolerance limitations of AWI. 1. Warranty shall be in effect for one year from date of Substantial Completion. 2. Contractor shall be responsible for replacement or refinishing of doors where Contractor's work contributed to rejection or to voiding of manufacturer's warranty. B. Warranty to include the refinish and/or replacement and reinstallation (including hardware and keying) of defective doors, where defect was not apparent prior to the installation. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Eggers Industries B. Krieger Specialty Products Company C. Vancouver Door Company, Inc. D. Haley Brothers Inc. E. Or approved equal 2.02 DOOR CONSTRUCTION, GENERAL A. For bidding purposes assume the following: 1. Grade: Premium (Grade A faces) 2. Faces: Red oak, plain sliced 3. Match between Veneer Leaves: Book Match 4. Stiles: Same species as face. 2.03 ACOUSTICAL RATING C00569C10 08210 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08210 Wood Doors A. Exterior Doors: 1. STC rating of 40 minimum as tested m accordance with ASTM E -90. B. Interior Doors: STC rating of 27 minimum as tested in accordance with ASTM E -90. 2.04 SOLID -CORE DOORS A. Core: Glued -block core. B. Construction: Five plies with stiles and rails bonded to core, then entire unit abrasive planed before veneering. C. Edge Construction: At hinge styles, provide manufacturer's standard laminated -edge construction with improved screw - holding capability and split resistance and with outer stile matching face veneer. 2.05 WOOD FRAMES FOR LIGHT OPENINGS A. Wood species: Same species as door faces. B. Profile: Flush rectangular beads. 2.06 DOOR ACCESSORIES A. Grilles (False Muntins): Where indicated, provide grilles in design indicated or as selected by the Homeowner, for removable application from interior. 1. Interior Material: Wood, compatible with species of door face. 2. Pattern: Rectangular, or as indicated. 3. Profile: Manufacturer's standard shape. 4. Bar Width: 3/4 inch wide. 5. Color: To match interior color of panel. B. Wood Beads for Light Openings in non -rated Wood Doors: 1. Wood Species: Species compatible with door faces. 2. Profile: Manufacturer's standard shape. C. Astragal for Door Pairs: T -style astragal mounted to inactive leaf in species to match door, prepared for specified gasketing. D. Surface Applied Decorative Molding: decorative wood molding shall be factory applied. No brad nails shall be used for this application. 2.07 FABRICATION A. Fabricate flush wood doors in sizes indicated. B. Comply with clearance requirements of referenced quality standard and as required to meet STC rating. C. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI- WDHS -3. Comply with final hardware schedules, door frame Shop Drawings, Dili Al 15 -W series standards, and hardware templates. C00569C10 08210 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08210 Wood Doors D. Coordinate measurements of hardware mortises in metal frames to verify dimensions and alignment before factory machining. E. Light Openings: Trim openings with moldings of material and profile indicated. F. Factory treat exterior doors with water repellant after manufacturing has been completed. 2.08 FINISHING A. Stained Doors General: Comply with referenced quality standard's requirements for factory finishing. B. Finish wood doors at the factory. 1. For stained exterior wood doors: a. Finish: Manufacturer's standard finish with performance requirements comparable to AWI System TR- 6- catalyzed polyurethane. b. Staining: As selected by the Architect from manufacturer's full range of colors. c. Effect: Open -grain finish. d. Sheen: Satin. C. For painted exterior wood doors: 1. Finish per provisions of section 09900 painting. 2.09 GLAZING A. Glaze doors in accordance with requirements of referenced acoustical testing standards. B. Glaze doors under manufacturer's authorized conditions to maintain the STC rating of door panel. PART 3 - EXECUTION 3.01 INSPECTION: A. Installer shall examine doors prior to their hanging for the following purposes: 1. To verify that doors comply with indicated requirements for type, size, location, and swing characteristics and have been installed with plumb jambs and level heads. 2. To verify that doors are free of defects that could cause their rejection. B. Obtain installer's written report listing conditions detrimental to compliance with requirements of this section. C. Do not allow Installer to proceed with installation until unsatisfactory conditions have been corrected. 3.02 INSTALLATION: A. Condition doors to average prevailing humidity in installation areas prior to hanging. B. Hardware: For installation see Section 08700 Hardware. C. Manufacturer's Instructions: Install wood doors to comply with manufacturer's instruction and of referenced AWI standard and as indicated. C00569C10 08210 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08210 Wood Doors D. Job -Fit Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted with fire -rated doors, if any. Machine door for hardware. Seal cut surfaces after fitting and machining. 1. Fitting Clearances: For non -rated doors provide clearances of 1/8" at jambs and heads; 1/16" per leaf at meeting stiles for pairs of doors; and 1/8: from bottom of door to top of decorative floor fmish or covering. Where threshold is shown or scheduled, provide 1/4" clearance from bottom of door to top of threshold. 2. Bevel non -rated doors 1/8" in 2" at lock and hinge edges. E. Factor Finished Doors: Restore fmish on edges of factory- finished doors before installation, if fitting of machining is required at the job site. 3.03 ADJUST AND CLEAN: A. Operation: Rehang or replace doors which do not swing or operate freely, as directed by the Technical Representative. B. Institute protective measures as recommended and accepted by door manufacturer to assure that wood doors will be without damage or deterioration at time of Substantial Completion. END OF SECTION C00569C10 08210 Page 5 King County International Airport Section 08305 Residential Aircraft Noise Remedy Improvements Access Doors and Frames SECTION 08305 ACCESS DOORS AND FRAMES PART 1 GENERAL 1.01 WORK SUMMARY A. This section includes the following 1. Non -rated wall access doors and frames for accessing damper actuators at fresh air shaft locations. B. Related sections include the following: 1. Section 06100 Rough Carpentry. 2. Mechanical access hatches furnished under SectSion 01500 and installed under provisions of Section 08305. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Terms and Conditions and Division 1 Specifications, apply in this section 1.03 SUBMITTALS A. Submit in accordance with Section 01300. B. Submit product data for each type of door and frame indicated. Include construction details relative to materials, individual components and profiles, finishes, and fire ratings (if required) for access doors and frames. C. Shop Drawings: Show fabrication and installation details of customized doors and frames. Include plans, elevations, sections, details, and attachment to other Work. 1.04 QUALITY ASSURANCE A. Source Limitations: Obtain doors and frames through one source from a single manufacturer. B. Size Variations: Obtain Technical Director's acceptance of manufacturer's standard -size units, which may vary slightly from sizes indicated. 1.05 COORDINATION A. Verification: Determine specific locations and sizes for access doors needed to gain access to concealed equipment. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include the following: 1. Acudor Products C00569C10 08305 Page 1 King County International Airport Section 08305 Residential Aircraft Noise Remedy Improvements Access Doors and Frames 2. Bar -Co, Inc. 3. Cesco Products 4. Karp Associates 5. Milcor Limited Partnership 6. Or approved equal 2.02 MATERIALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. B. Hot - Rolled Steel Sheets: ASTM A 569/A, Commercial Steel (CS), Type B, free of scale, pitting, and surface defects, pickled and oiled; with minimum thickness indicated representing specified nominal thickness according to ASTM A/568A. C. Cold- Rolled Steel Sheets: ASTM A 366/A, Commercial Steel (CS), or ASTM A 620/A, Drawing Steel (DS), Type B, stretcher- leveled standard of flatness, with minimum thickness indicated representing specified nominal thickness according to ASTM A 568/A, Class C coating, may be substituted at fabricator's option. D. Electrolytic Zinc- Coated Steel Sheet: ASTM A, Commercial Steel (CS), with Class C coating and phosphate treatment to prepare surface for painting; with a minimum thickness indicated representing specified nominal thick ness according to ASTM A 568/A for uncoated base metal. E. Stainless -Steel Sheet, Strip, Plate and Flat Bars: AST< A666, Type 304: with minimum sheet thickness indicated representing specified thickness according to ASTM A 480/A. F. Aluminum Sheet: ASTM B 209, alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with not less than strength and durability properties of alloy 5005 -H15; with minimum thickness indicated representing specified thickness according to ANSI H35.2. G. Stainless Steel Bars and Shapes: ASTM A 276, Type 304. H. Rolled -Steel Floor Plate: ASTM A 786/A, rolled from plate complying with ASTM A 36/A. I. Rolled - Stainless Steel Floor Plate: ASTM A 793. J. Aluminum Extrusions: ASTM B 221, alloy 6063 -T6. K. Drywall Beads: Edge trim formed from 0.0299 -inch zinc- coated steel sheet formed to receive joint compound and in size to suit thickness of gypsum boars and gypsum base for veneer plaster. 2.03 PAINT A. Shop Primer for Ferrous Metal: Fast - curing, lead and chromate free, universal modified -alkyd primer complying with performance requirements in FS TT-P -664; selected for good resistance to normal atmospheric corrosion, compatibility with finish paint systems indicated, and capability to provide a sound foundation for field- applied topcoats despite prolonged exposure. 2.04 ACCESS DOORS AND FRAMES A. Flush, Uninsulated, Access Doors and Frames with Exposed Rim: Fabricated from steel at gypsum wallboard locations C00569C10 08305 Page 2 King County International Airport Section 08305 Residential Aircraft Noise Remedy Improvements Access Doors and Frames 1. Locations: Walls and ceilings. 2. Door: Minimum 0.060 -inch thick sheet metal, flush construction. 3. Frame: Minimum 0.060 -inch thick sheet metal with 1 -inch wide, surface - mounted trim. 4. Hinges: Continuous piano hinge. 5. Automatic Closer: Spring type. 6. Latch: Self- latching bolt operated by flush pull with interior release. 2.05 FABRICATION A. General: Provide access door assemblies manufactured as integral units ready for installation. B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. C. Steel Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Finish attachment devices and fasteners of type required to secure access panel to type of supports indicated: 1. Exposed Flanges: nominal 1 to 1 -1/2" inches side around perimeter of frame. 2. Provide mounting holes in frames to attach frames to metal or wood framing in plaster and drywall construction. D. Latching Mechanism: Furnish number required to hold door in flush, smooth plane when closed. E. Dimensions: 1. 22 "x 22" for attic access hatch. 2. For maintenance access hatches, refer to Division 15, and as indicated in 3.02A this section. 2.06 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural Metal Products" for recommendations for applying and designating finishes. 2.07 STEEL FINISHES A. Surface Preparations: Prepare uncoated ferrous -metal surfaces to comply with minimum requirements indicated below for SSPC surface - preparation specifications and environmental exposure conditions of installed metal fabrications. 1. Interiors: (SSPC Zone 1A): SSPC -SP 3; "Power Tool Cleaning ". PART 3 EXECUTION 3.01 PREPARATION A. Advise installers of other work about specific requirements relating to access door installation, including sizes of openings to receive access door and frame, as well as locations of supports, inserts, and anchoring devices. Furnish inserts and anchoring devices for access C00569C10 08305 Page 3 King County International Airport Section 08305 Residential Aircraft Noise Remedy Improvements Access Doors and Frames doors that must be built into other construction. Coordinate delivery of access panels with other work to avoid delay. 3.02 INSTALLATION A. Mechanical or Electrical Access: Access doors required for access to mechanical or electrical equipment other than to blended air unit itself shall be provided under Division 15. B. Coordinate installation sequence of access door with other trades. C. Install all access doors in accordance with manufacturer's recommendations. D. Coordinate location of access doors to allow access to and servicing of serviceable parts (filters, valves and the like). E. Finish joint between flange and finished substrate w/ tooled sealant bead. 103 ADJUST AND CLEAN A. Adjust hardware and panels after installation for proper operation. B. Remove and replace panels or frames that are warped, bowed, or otherwise damaged. END OF SECTION C00569C10 08305 Page 4 King County International Airport Section 08510 Residential Aircraft Noise Remedy Improvements Acoustical Vinyl Windows SECTION 08510 ACOUSTICAL VINYL WINDOWS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated tubular extruded PVC (Poly Vinyl Chloride) fixed sash and operating units. Operating units shall be single frame units with two tracks for exterior double by pass sashes and two for interior double bypass sashes. All sashes in operating units shall operate independently. 2. Operating hardware and other accessories. 3. Configurations Including: a. Horizontal Sliders b. Fixed Windows c. Double Hung d. Casement B. Related Sections: 1 2. 07620 Sheet Metal and Miscellaneous Flashings. 3. 07900 Sealants. 4. 08800 Glazing. C. Coordinate work with that of all construction contractors affecting or affected by work of this Contract. Cooperate with such contractors to assure the steady progress of the Work. 1.02 REFERENCES A. Windows shall comply with the requirements of A 101/I.S.2 - 97 (American Architectural Manufacturer's Association). B. Windows to meet performance standards for: 1. ASTM E 283 - 91 Test method for infiltration rate of air leakage through exterior windows, curtain walls, and doors under specified pressure differences across the specimen. 2. ASTM E 330 - 90 Test method for structural performance of exterior windows, and doors by uniform static air pressure difference. 3. ASTM E 547 - 93 Test method for water penetration of exterior windows, curtain walls, and doors by cyclic static air pressure differential. 1.03 PERFORMANCE REQUIREMENTS A. Testing standards for air infiltration, water penetration and structural performance: AAMA/NWWDA 101/I.S.2 - 97 for type of window configuration indicated. B. Air infiltration: Maximum 0.14 CFM per square foot of overall sash crack at inward test pressure of 1.57, ASTM E 283 - 91. C00569C10 08510 Page 1 King County International Airport Section 08510 Residential Aircraft Noise Remedy Improvements Acoustical Vinyl Windows C. Water penetration: No water penetration at inward test pressure of 4.5 psf, ASTM E 547 - 93. D. Structural performance: No glass breakage, damage to hardware, permanent deformation at positive and negative test pressure of 37.5 psf, ASTM E 330 - 90. E. Windows shall meet Sound Transmission class (STC) when tested in conformance with the latest version of ASTM E -90 and E413. STC rating requirements: 1. All windows shall meet or exceed STC 44. 2. Submit test reports certified by an independent testing laboratory for each window configuration that widows meet or exceed rating requirements. F. Windows shall also meet or exceed the following minimum Laboratory Sound Transmission Loss characteristics: Freq 100 125 160 200 250 315 400 500 630 800 1000 1250 1600 2000 2500 3150 4000 5000 Hz. u 23 27 31 33 34 37 40 42 45 47 47 47 47 47 46 50 50 53 a. Actual test data may not deviate more than 3 dB below the transmission loss, above in any one frequency. b. Submit test reports certified by an independent testing laboratory for each window configuration that widows meet or exceed TL requirements. G. Reference Glazing Section 08800 - coordinate STC with glazing requirements. 1.04 SUBMITTALS A. Product data: Submit manufacturer's product specifications, technical support data, installation and maintenance recommendations and standard details for each type of unit required, including fmishing methods, hardware and accessories. B. Product drawings: For each type of window specified, submit standard assembly and details for lap siding installation. C. Color samples: Submit samples of each required finish on PVC sample. D. Certification: Provide certification by a recognized, independent testing laboratory certifying that each required type of window complies with performance requirements indicated. 1.05 DELIVERY, STORAGE AND HANDLING A. Comply with manufacturer's instructions for protection of units from damage. B. Deliver in manufacturer's protective packaging. C. Store in storage facility for inspection prior to delivery job to locations. 1.06 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing extruded tubular vinyl windows with welded comers and a minimum five years documented experience. C00569C10 08510 Page 2 King County International Airport Section 08510 Residential Aircraft Noise Remedy Improvements Acoustical Vinyl Windows 1.07 WARRANTY A. Single Family Residential (owner occupied). 1. Provide manufacturer's standard lifetime warranty which agrees to repair or replace units that fail in workmanship for as long as the indicated owner maintains ownership of the residence. 2. Warranty includes coverage of materials and labor in full by the manufacturer. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Milgard Quietline Series PVC (Poly Vinyl Chloride) windows series 7120 horizontally sliding windows, series 7320 fixed windows, 7220 double hung, 7620 casement. B. Graham Acoustical Vinyl Window Systems, window series V0400 horizontally sliding windows, series V3900 double hung, series V1100 fixed, series V6900 casement. C. Or approved equal. 2.02 MATERIALS A. Vinyl: Comply with requirements of AAMA/NWWDA 101/I.S.2 -97, ASTM 4216 specification for rigid (Poly Vinyl Chloride) PVC and related plastic building product compounds. B. PVC compound containing impact - resistant, solid plasticizer titanium dioxide, surface and color stabilizers. 2.03 GLASS AND GLAZING A. Provide the manufacturer's standard clear sealed insulating glazing material that complies with ASTM E 774 - 92 Class A and is at least 1" overall in thickness. Reference section 08800 for glazing requirements. B. Factory inside glazed except where field glazing is required due to large window unit dimensions. Units shall be reglazeable without dismantling sash framing. C. Spacer Bar: PPG Intercept(tm) warm -edge steel spacer or aluminum spacer. D. Provide PVC snap -on glazing stops (beads) to match interior window finish. E. Glazing area in vent to be equally proportional to glazing area in fixed unit resulting in equal sight lines. 2.04 HARDWARE A. Provide the manufacturer's standard hardware fabricated from a corrosive resistant material and of sufficient strength to perform its intended function. C00569C10 08510 Page 3 King County International Airport Section 08510 Residential Aircraft Noise Remedy Improvements Acoustical Vinyl Windows B. For application of exposed hardware, use fasteners that match the finish of the hardware being fastened. All locking hardware must have certified forced entry resistance performance per CMBSO 1 -79, CAWM 300/301. C. Horizontal Slider: Positive Action locking mechanism. Heavy duty nylon rollers operate on snap -on raised monorail track. D. Double Hung: Positive Action Lock, White or Tan, block and tackle weighted balances; balance take -out clips. E. Casement: Anderberg heavy duty hinge (5/8 ") 16.5 ", Multi -Point lock; fold -down contour operating handle. 2.05 ACCESSORIES A. Weather - stripping: Operating sash members shall be double weather - stripped with either fin seal, silicone treated polypropylene or Q -lon weather - stripping. B. Insect Screens: Provide insect screens for each operable exterior sash or ventilator. Locate screens on inside or outside of window sash or ventilator, depending on window type. Design windows and hardware to accommodate screens in a tight - fitting removable arrangement with a minimum of exposed fasteners and latches. 2.06 FABRICATION A. Fabricate framing, mullions and sash members with mitered and fusion welded comers and joints. Supplement frame sections with internal reinforcement where required for structural rigidity. Trim and finish comers and welds to match adjacent areas. B. Glazing: Factory inside glazed, except where field glazing is required due to window unit dimensions. Designed for easy replacement without dismantling sash framing. Set all glazing in resilient gaskets. C. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal. D. Provide internal offset weepholes and channels to migrate moisture to exterior. Weepholes should be covered. E. Prepare components to receive anchor devices. F. Provide integral weather stop flange to perimeter of unit. G. Provide double or triple seal polypropylene for weather - stripping depending on type of operable window. H. Assemble insect screens to fully integrate with window frame. Frames to be manufactured of cambered formed aluminum and reinforced with rigid plastic corner keys. Screen mesh to fit taut in frame and secured. C00569C10 08510 Page 4 King County Intemational Airport Section 08510 Residential Aircraft Noise Remedy Improvements Acoustical Vinyl Windows 2.07 FINISHES A. PVC: (Poly Vinyl Chloride) solid, homogeneous. B. Color: 1. Integral color as selected by the Homeowner. 2. Color selection: White or Tan 3. Interior and exterior of window shall be the same color. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this section. 3.02 INSTALLATION A. Comply with manufacturer's specifications and recommendations for installation of window units, hardware, operators, accessories and other window components. B. Windows shall be factory sized to fit in each framed opening so that the net sized window is 1/2" smaller than the framed (rough) opening to allow 1/4" clearance on all sides (tolerance +/- 1/16"). C. Windows shall be fabricated to rough opening size with 1/2" deductions automatically made, so that no additional calculations will be required. D. Opening panels must be closed and locked during installation. Windows must be installed level, plumb and square with 1/4" clearance on all sides and with weep holes at bottom. E. Headers must not be nailed. Nail through fm into framing along sides and base. At the head, fmishing nails may be placed 1/2" above fm and bent down over fin to allow for header deflection. Full support is required along entire length of sill. Set sills in a bed of sealant for weather tight construction. F. Operating sash and hardware should fit tight at contact points and weather - stripping. G. Fill all voids around perimeter of windows with foam insulation to within a tolerance of not greater than 1/4". 3.03 CLEANING A. Remove protective material from pre - fmished surfaces. B. Wash down surfaces with solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from comers. Wipe surfaces clean. C. Do not use petroleum distillates to clean windows. D. Comply with the manufacturer's instructions and recommendations. END OF SECTION C00569C10 08510 Page 5 King County International Airport Residential Aircraft Noise Remedy Program SECTION 08525 Section 08525 Vinyl Primary Sliding Glass Doors VINYL PRIMARY SLIDING GLASS DOORS PART I — GENERAL 1.01 SUMMARY A. Section Includes: Tubular extruded poly vinyl chloride (PVC) framed sliding glass doors: B. Related Sections: 1. 07600 — Sheet Metal and Miscellaneous Flashings 2. 07900 — Joint Sealers 3. 08530 — Aluminum sliding glass doors 4. 08800 — Glazing 1.02 SUBMITTALS A. Reference Section 01300; submit following items: 1. Product Data. 2. Shop Drawings: Include door schedule, door elevations, sections and details, and multiple unit assembly details. 3. Samples: a. Color samples: Minimum 1x4 inch samples of PVC with integral color. b. Glass, showing specified tint color. 4. Quality Assurance /Control Submittals: a. Qualifications: Proof of manufacturer's qualifications. b. U- Factor and structural rating charts required for AAMA and NFRC labeling requirements. c. Manufacturer's Installation Instructions. B. Closeout Submittals; submit following items: 1. Temporary labels marked to identify doors that labels were applied to. 2. Maintenance instructions. 3. Special Warranties. 1.03 QUALITY ASSURANCE A. Overall Standards: Comply with ANSI/AAMA/NWWDA 101/I.S.2, except as otherwise noted herein. B. Qualifications: C00569C10 08525 Pagel King County International Airport Section 08525 Residential Aircraft Noise Remedy Program Vinyl Primary Sliding Glass Doors 1. Manufacturer Qualifications: a. Minimum five years experience in producing vinyl doors of the type(s) specified. b. Member AAMA, NFRC, SIGMA. C. Certifications for insulated glass doors: 1. AAMA: Doors shall be Gold Label certified with label attached to frame per AAMA requirements. 2. NFRC: Doors shall be NFRC certified with temporary U- factor label applied to glass and an NFRC tab added to permanent AAMA frame label. 1.04 DELIVERY, STORAGE, AND HANDLING A. Reference Section 01615. B. Follow manufacturer's instructions on label applied to doors. 1.05 WARRANTY A. Residential Special Warranty: 1. Lifetime guarantee to original owner. 2. Transferability: a. Permit unlimited transfer of ownership in first five years. b. Upon first transfer of ownership, guarantee period shall become five years from date of original purchase. 3. Guarantee doors against defects in materials and workmanship including costs for parts and labor. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Door Series: Milgard Classic B. Or approved equal. 2.02 MATERIALS A. Vinyl: Integral color PVC compound containing impact- resistant solid plasticizer, titanium dioxide UV inhibitor, and surface and color stabilizers. 1. Comply with ASTM D 4216 and ANSI/AAMA /NWWDA 101/I.S.2. 2.03 GENERAL PERFORMANCE REQUIREMENTS A. Thermal Performance: Comply with NFRC 100. B. Air Leakage, Water Resistance, Structural Test: Comply with ANSI/AAMA /NWWDA 101/I.S.2. C. Forced -Entry Resistance: Comply with CAWM 301 -90. C00569C10 08525 Page 2 King County International Airport Section 08525 Residential Aircraft Noise Remedy Program Vinyl Primary Sliding Glass Doors 2.04 SLIDING DOOR TYPES A. Standard Sliding Door — 1. Frame: Minimum 4 -5/8 inch (128 mm) deep, multi - chambered vinyl profile. 2. Panel Frame: Minimum 2 -3/4 by 1 -1/2 inch (70 by 38 mm), multi - chambered vinyl profile. 3. Sill: 4 -5/8 by 1 -1/2 inch high (128 by 38 mm high) extruded multi - chambered vinyl profile. 4. Sightlines: Equal for operating and fixed panels. 5. Structural Class: SGD -C30. 6. Hardware: a. Handle and Lock:: Inside and outside pull with lever operated 2 point jamb lock and multi -point locking rod to head and sill. b. Keyed exterior cylinder lock, Schlage compatible. c. Rollers: two sets of dual stainless steel, 1 -1/2 inch (38 mm) diameter, rollers on raised monorail stainless steel track. 7. Weather - stripping: Fin seal polypropylene pile. 2.05 GLAZING A. Reference section 08800 for glazing. 2.06 INSECT SCREENS: A. Sliding Screen: 1. Frame: Roll- formed aluminum, 2 by 13/16 inches (51 by 21 mm). 2. Hardware: a. Lock: Lever action type. b. Rollers: 2 adjustable nylon rollers at top, and 2 adjustable nylon rollers at bottom. 3. Screen Cloth: Charcoal colored fiberglass mesh. 2.07 FABRICATION A. Fabricate frames and panels with mitered and fusion welded corners and joints. Trim and finish corners and welds to match adjacent surfaces. B. Provide concealed metal reinforcement in sash frame for attaching lock mechanism. C. Factory inside glaze with snap -on PVC glazing stops matching frame fmish. Units shall be capable of being reglazed without dismantling panel framing. 2.08 FINISH A. Frame and Panel Color: White. C00569C10 08525 Page 3 King County International Airport Section 08525 Residential Aircraft Noise Remedy Program Vinyl Primary Sliding Glass Doors B. Color match screen to frame and panel color. 2.09 SOURCE QUALITY CONTROL A. Inspect doors in accordance with manufacturer's Quality Control Program as required by AAMA Gold Label certification. PART 2 - EXECUTION 3.01 EXAMINATION A. Examine openings in which doors will be installed. 1. Verify that fasteners in framed walls are fully driven and will not interfere with door installation. 2. Verify that sill is flat and level. B. Coordinate with responsible entity to correct unsatisfactory conditions. C. Commencement of work by installer is acceptance of substrate conditions. 3.02 INSTALLATION A. Install doors in framed walls in accordance with manufacturer's installation instructions. 1. Flash head and jambs in accordance with AAMA 2400. B. Do not remove temporary labels. C. Install insect screens on operable panels. 3.03 ADJUSTING A. Adjust operating panels and hardware for smooth operation and tight fit with weather- stripping. 3.04 CLEANING A. Reference Section 01710 for cleaning. B. Remove temporary labels and retain for Closeout Submittals. C. Clean soiled surfaces and glass using a mild detergent and warm water solution with soft, clean cloths. END OF SECTION C00569C10 08525 Page 4 King County International Airport Section 08530 Residential Aircraft Noise Remedy Improvements Aluminum Secondary Sliding Glass Doors SECTION 08530 ALUMINUM SECONDARY SLIDING GLASS DOORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Aluminum Secondary sliding glass storm doors. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Terms and Conditions and Division -1 Specification sections, apply to work of this section. 1.03 WORK IN OTHER SECTIONS A. Coordinate work with that of all construction contractors affecting or affected by work of this Contract. Cooperate with such contractors to assure the steady progress of the Work. B. 07620 Sheet Metal and Miscellaneous Flashings. C. 07900 Sealants D. 08800 Glazing 1.04 DEFINITION A. Sliding glass doors shall consist of two or more panels of glass contained in aluminum frames, which in turn are contained within and overall aluminum frame designed so one or more panels are moveable in a horizontal direction. Panels may be all sliding or some sliding and some fixed. Panels shall lock or interlock with each other or shall contract a jamb member where the panel may be securely locked. Doors shall be designed and assembled so that aluminum -to- aluminum contact between horizontal members moving relative to one another does not occur. 1.05 QUALITY ASSURANCE A. Standards: Except as otherwise indicated, requirements for aluminum sliding glass doors and, terminology and standards of performance, and fabrication workmanship are those specified and recommended in ANSI/AAMA 101 and applicable general recommendations published by AAMA and the AA. B. Performance and Testing: Except as otherwise indicated, comply with air infiltration tests, water resistance tests and applicable load tests specified in ANSI/AAMA 101. C. Testing: Where manufacturer's standard sliding glass door comply with requirements and have been tested in accordance with specified tests, provide certification by manufacturer showing compliance with such tests. 1. Test reports shall be no more than four (4) years old. 2. Sample submitted from tests shall be of manufacturer's standard construction and of maximum size shown in literature, with panel width a minimum of 3 feet wide and minimum frame height of 6 feet t inches. The sequence of test shall be optional between manufacturer and the testing laboratory except that in all cases, the air infiltration shall be performed before the water resistance test. C00569C10 08530 Pagel King County International Airport Section 08530 Residential Aircraft Noise Remedy Improvements Aluminum Secondary Sliding Glass Doors D. Specific Performance Requirements: Sliding glass doors shall conform to specified ANSI/AAMA standards and the following, whichever are the more stringent: 1. Air Infiltration Test: With the panel in a closed and locked position, the sliding glass door shall be subjected to an air infiltration test in accordance with ASTM E 283 -84. Air infiltration shall not exceed 0.21 cubic feet per minute per square foot. 2. Water Drainage Test: The glazed unit shall be mounted in its vertical position continuously supported around perimeter and the panel placed in the fully closed and locked position. The sliding glass door unit shall be subjected to a water drainage test in accordance with ASTM E 331. 3. No water shall pass the interior face of the sliding glass door frame and there shall be no leakage as defined in the ASTM E 331 test method. 4. Uniform Load Structural Test: Per ASTM E 330. At the conclusion of tests, there shall be no glass breakage, permanent damage of fasteners, hardware parts or any other damage causing the sliding glass door to be inoperable. The test unit shall withstand an exterior and interior uniform load of 22.5 psf. 5. Starting Force: the moving panel shall have been adjusted to have a force not exceeding 20 lbs. to start the panel in motion. 6. Operating Force: The moving panel shall have been adjusted to operate in either direction with a force not exceeding 15 lbs operating force once the panel is in motion. 7. Sliding doors shall conform to specific CBA certification requirements. 1.06 SUBMITTALS A. General: Submit in accordance with Section 01300: 1. Product Data: Submit manufacturer's specifications, recommendations and standard details for aluminum sliding glass door units, including independent laboratory- certified test reports as necessary to show compliance with requirements. 2. Shop Drawings: Submit shop drawings, including typical unit elevations and showing full- or half -scale detail sections of products being supplied. Indicate type of glazing and door finish being supplied. 3. Samples: Submit samples as follows: a. One sample of each required aluminum finish, on a 3 -inch long section of an extruded shape or flat aluminum sheet. b. Hardware sample: latch and keeper, closer. 4. Installation Instructions: Manufacturer's installation instructions for specified products. 5. Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace storm doors that fail in materials or workmanship within specified warranty period. 1.07 WARRANTY A. Manufacturer's standard form in which manufacturer agrees to repair or replace sliding glass door that fails in materials or workmanship within specified warranty period. Failures include, but are not limited to the following: C00569C10 08530 Page 2 King County International Airport Section 08530 Residential Aircraft Noise Remedy Improvements Aluminum Secondary Sliding Glass Doors 1. Deterioration of metals, metal finishes, claddings, and other materials beyond normal weathering. 2. Structural failures, including excessive deflection. 3. Faulty operation of moveable sash and hardware. 4. Laminated Glass: Edge separation, delamination that materially obstructs vision through glass, and blemishes exceeding those allowed by referenced laminated glass standard. B. Warranty Period: One (1) year from Substantial Completion for product, finishes, and glass. PART 2- PRODUCTS 2.01 GENERAL A. Manufacturers: Subject to compliance with Contract Documents and specifications, provide one of the following: 1. Aluminum Secondary sliding glass storm door: a. Hydro Aluminum Wells M -1200 Secondary slider. b. Or approved equal. 2.02 MATERIALS A. Aluminum Extrusions: All extruded sections shall be of 6063 -T5 aluminum. Alloy and temper recommended by door manufacturer for strength, corrosion resistance, and application of required finish, but not less than 22,000 psi ultimate tensile strength, a yield of 16,000 psi. Comply with ASTM B 221. B. Fasteners: Aluminum, stainless steel, or other materials warranted by manufacturer to be non - corrosive and compatible with aluminum sliding glass door members, hardware and other components of the sliding glass doors. 1. Do not use exposed fasteners on exterior except where unavoidable for application of hardware. 2. Provide zinc - plated steel Phillips flat -head machine screws for exposed fasteners, where required, or special tamperproof fasteners. C. Rollers and Roller Assembly: moveable panels shall be fitted with rollers and roller assemblies conforming to AAMA 506.3 -87. Rollers and roller assemblies shall be designed to provide easy movement and to adequately support the panel during extended usage without deforming or developing flat spots. D. Sliding Weatherstripping: Provide double weatherstripping using silicone- coated woven pile with polypropylene center fin where specified with AAMA 701. 2.03 SLIDING GLASS DOOR CLASSIFICATION (GRADE) A. Except as otherwise indicated, provide sliding glass door units complying with requirements of AAMA classification SGE -15. 2.04 FABRICATION AND ACCESSORIES A. General: Provide manufacturer's standard fabrication and accessories which comply with specifications indicated. B. Sliding Glass Door Members: All sliding glass door members shall be of aluminum. C00569C10 08530 Page 3 King County International Airport Section 08530 Residential Aircraft Noise Remedy Improvements Aluminum Secondary Sliding Glass Doors 1. Main frame and insert members shall not have required minimum wall thickness as long as they meet all specifications of ANSI/AAMA 101. The standard wall thickness tolerance as defined by the Aluminum Association shall apply. C. Hardware: Hardware having component parts which are exposed shall be of aluminum, stainless steel, or other non - corrosive materials compatible with aluminum. Cadmium or zinc - plated steel where used must be in accordance with ASTM Specification A 165 or A 164. D. Construction: 1. Assembly: The sliding glass door shall be assembled in a secure and workmanlike manner to perform as hereinafter specified. All joints of the main frame and the panels shall be butt type, coped and joined neatly and secured by means of screws anchored in integral ports. The main frame at the sill shall be sealed on the underside with a narrow joint sealant meeting AAMA 803 specification for Narrow Joint Sealants. 2. All panels shall be of telescope construction mechanically joined so that they may be easily repaired. The meeting rails shall interlock in the closed position. The meeting rail interlock shall consist of two separate and distinct metal interlocks containing fin seal weatherstripping as an integral part of both metal interlocks. E. Panels: 1. Panels shall be joined at the corners with screws in integral screw ports. 2. The panel must be easily removed from the frame for repair. Reglazing shall be easily accomplished without the aid of special tools. F. Glazing 1. All glazing shall be glazed at the factory as follows: a) Reference 08800 Glazing for specific glazing requirements. b) Should drawings indicate that optional insulated glass be used, all insulated glass units shall be tested, certified and carry the respective CBA level certification on the glass spacer. Test reports supporting CBA certification shall be submitted with bid. c) All glass must be safety rated. d) All glazing panels shall be marine - glazed. e) Set all glazing in resilient gaskets. 2.05 FINISHES A. Sliding Glass Door: 1. Provide manufacturer's standard 2 coat Fluoropolymer 70% Kynar baked on, electrostatically applied enamel coating. Coating to be applied over manufacturer's standard substrate preparation including cleaning, degreasing, and chromate conversion coating. Finish shall meet or exceed AAMA 2605. 2. Color to be selected from manufacturer's standard colors as selected by the Technical Representative. PART 3 — EXECUTION 3.01 INSTALLATION C00569C10 08530 Page 4 King County International Airport Section 08530 Residential Aircraft Noise Remedy Improvements Aluminum Secondary Sliding Glass Doors A. Comply with manufacturer's specifications and recommendations for installation of sliding glass door unit and hinged storm door, hardware, operators and other components of work. In no case shall attachment to existing structure or to components of the door system be through or bridge any existing thermal barriers of the door. B. Set units plumb, level and true to line, without warp or rack of frames or inserts. Anchor securely in place. Separate aluminum and surfaces from sources of corrosion or electrolytic action. C. Place insulation between frames of new doors and construction to remain, or between frames and new blocking as applicable. D. Verify that existing conditions are suitable for installation of new work. Notify the Technical Representative immediately if deterioration is discovered. 3.02 ADJUSTMENTS A. Adjust moving panel and hardware to provide tight fit at contact points and at weatherstripping, for smooth operation and weathertight closure. Lubricate any hardware or moving parts requiring same. B. Initiate all protection and other precautions required to ensure that door units will be without damage or deterioration (other than normal weathering) at time of acceptance. C. Install in such a way so as to allow for the removal and replacement of each panel of the Primary sliding glass door. Contractor to demonstrate compliance in shop drawings. 3.03 CLEANING AND PROTECTION A. Clean interior and exterior surfaces immediately after installation. Avoid damaging protective coatings and finishes. Remove excess glazing and sealants, dirt, and other substances. B. Remove and replace glass that has been broken, chipped, cracked, scratched, or damaged. END OF SECTION C00569C10 08530 Page 5 King County International Airport Section 08580 Residential Aircraft Noise Remedy Improvements Specialty Windows SECTION 08580 SPECIALTY WINDOWS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Tubular extruded poly vinyl chloride (PVC) windows of the following type(s): 1. Garden windows. B. Related Sections: 1. 07620 Sheet Metal and Miscellaneous Flashings 2. 07900 Sealants 3. 08800 Glazing C. Coordinate work with that of all construction contractors affecting or affected by work of this Contract. Cooperate with such contractors to assure the steady progress of the Work. 1.02 REFERENCES A. Windows shall comply with the requirements of AAMAJNWWDA 101/I.S.2 - 97 (American Architectural Manufacturer's Association). B. Windows to meet performance standards for: 1. ASTM E 283 - 91 Test method for infiltration rate of air leakage through exterior windows, curtain walls, and doors under specified pressure differences across the specimen. 2. ASTM E 330 - 90 Test method for structural performance of exterior windows, and doors by uniform static air pressure difference. 3. ASTM E 547 - 93 Test method for water penetration of exterior windows, curtain walls, and doors by cyclic static air pressure differential. 1.03 SUBMITTALS A. Product data: Submit manufacturer's product specifications, technical support data, installation and maintenance recommendations and standard details for each type of unit required, including fmishing methods, hardware and accessories. B. Product drawings: For each type of window specified, submit standard assembly and details for lap siding installation. 1.04 QUALITY ASSURANCE A. Overall Standards: Comply with ANSI/AAMA/NWWDA 101/I.S.2, except as otherwise noted herein. B. Qualifications: 1. Manufacturer Qualifications: C00569C10 08580 Pagel King County International Airport Section 08580 Residential Aircraft Noise Remedy Improvements Specialty Windows a. Minimum five years experience in producing vinyl windows of the type(s) specified. b. Member AAMA, NFRC, SIGMA. C. Certifications for insulated glass windows: 1. AAMA: Windows shall be Gold Label certified with label attached to frame per AAMA requirements. 2. NFRC: Windows shall be NFRC certified with temporary U- factor label applied to glass and an NFRC tab added to permanent AAMA frame label. 1.05 DELIVERY, STORAGE, AND HANDLING A. Comply with manufacturer's instructions for protection of units from damage. B. Deliver in manufacturer's protective packaging. C. Store in storage facility for inspection prior to delivery job to locations. 1.06 WARRANTY A. Commercial Special Warranty: 1. 10 year guarantee. 2. Guarantee windows against defects in materials and workmanship including costs for parts and labor. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Window Series: Milgard Classic Series PVC (Poly Vinyl chloride) window series 5910 garden window. B. Jeld -Wen Premium Vinyl Window and Patio Doors Collection: garden window C. Or approved equal. 2.02 MATERIALS A. Vinyl: Integral color PVC compound containing impact- resistant solid plasticizer, titanium dioxide UV inhibitor, and surface and color stabilizers. 1. Comply with ASTM D 4216 and ANSI /AAMA /NWWDA 101/I.S.2. 2.03 GENERAL PERFORMANCE REQUIREMENTS A. Thermal Performance: Comply with NFRC 100. B. Air Leakage, Water Resistance, Structural Test: Comply with ANSI /AAMA /NWWDA 101 /I.S.2. C. Forced -Entry Resistance: Comply with CAWM 301 -90. C00569C10 08580 Page 2 King County International Airport Section 08580 Residential Aircraft Noise Remedy Improvements Specialty Windows 2.04 WINDOW TYPES A. Garden Window: 1 -3/8 inch (35 mm) nail fin setback: 1. Frame: Minimum 2 -13/16 inch (72 mm) deep, multi - chambered vinyl profile. 2. Structural Class: GH -R30. 3. Fixed face and top with single -hung sides; mulled together to form single window unit. 4. Projection: 17 -1/8 inches (435 mm). 2.05 GLAZING A. Insulated Glass Units: ASTM E 774, Class A, 1 inch (25 mm) thick overall: 1. Glazing Type: Low -E 2. Spacer Bar: Aluminum spacer. 3. Factory- glazed to comply with the requirements of Section 08800 — Glazing. B. Performance: Provide glass of thickness and composition necessary to meet the specified performance requirements. C. Safety Glass: Where indicated, provide safety glass complying with 16 CFR 1201, Category IL 2.06 INSECT SCREENS: A. Provide tight - fitting screen for operating sash with hardware to allow easy removal. 1. Screen Cloth: Charcoal colored fiberglass mesh. 2. Frame: Cambered formed aluminum with rigid plastic comer keys. 2.07 FABRICATION A. Fabricate frames and sash with mitered and fusion welded corners and joints. Trim and fmish comers and welds to match adjacent surfaces. B. Provide concealed metal reinforcement in sash frame for attaching lock mechanism. C. Factory inside glaze with snap -on PVC glazing stops matching interior sash and frame finish, except where field glazing is required due to large window unit dimensions (over 40 sf (3.72 m2). Units shall be reglazable without dismantling sash framing. 2.08 FINISH A. Frame and Sash Color: White or Tan. B. Color match screen frame to frame and sash color. 2.09 SOURCE QUALITY CONTROL A. Inspect windows in accordance with manufacturer's Quality Control Program as required by AAMA Gold Label certification. C00569C10 08580 Page 3 King County International Airport Section 08580 Residential Aircraft Noise Remedy Improvements Specialty Windows PART 3 - EXECUTION 3.01 EXAMINATION A. Examine openings in which windows will be installed. 1. Verify that framing complies with AAMA 2400. 2. Verify that fasteners in framed walls are fully driven and will not interfere with window installation. B. Coordinate with responsible entity to correct unsatisfactory conditions. C. Commencement of work by installer is acceptance of substrate conditions. 3.02 INSTALLATION A. Install windows in framed walls in accordance with AAMA 2400. 1. Provide continuous shim support along full length of sill. B. Do not remove temporary labels. C. Install insect screens on operable sash. 3.03 CLEANING A. Remove temporary labels and retain for Closeout Submittals. B. Clean soiled surfaces and glass using a mild detergent and warm water solution with soft, clean cloths. END OF SECTION C00569C10 08580 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 08700 DOOR HARDWARE PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish and install hinges, locks, and trim for swinging doors. B. Furnish and install weather stripping and gasketing. C. Furnish and install thresholds. 1.02 RELATED WORK NOT INCLUDED IN THIS SECTION Section 08700 Door Hardware A. Hardware for sliding glass doors is provided by the sliding glass door manufacturers (reference sections 08525 and 08530) B. Hardware for storm doors is provided by the storm door manufacturer (reference section 08117). C. Wood doors (reference section 08210) 1.03 QUALITY ASSURANCE A. Product qualifications 1. Manufacturers and model numbers listed are intended for purposes of exact requirements. 2. Provide only hardware that has been tested and listed by UL or Warnock Hersey for the types and sizes of doors required, and complies with the requirements of the door and door frame labels. B. Supplier qualifications finish hardware shall be supplied by a recognized builders' hardware distributor who has been furnishing hardware in the same area as the project for a period of not less than five (5) years. The supplier's organization shall include a certified "architectural hardware consultant" who is available at all reasonable times during the course of the work to meet personally with the Homeowner, Technical Representative, or Contractor for hardware consultation. C. The supplier shall be an authorized "factory direct" distributor of the specified products. D. The supplier shall maintain a parts inventory of items supplied for future service to the Homeowner. 1.04 SUBMITTALS A. Schedules 1. Submit hardware schedules in accordance with Section 01300. 2. Within fourteen (14) days of receipt of purchase order, submit three (3) copies of completely detailed hardware schedules. List hardware for each door separately in the vertical format. List each item with manufacturer's product number. 3. Review and acceptance by the Technical Representative does not relieve the contractor of exclusive responsibility to fulfill the requirements as shown and specified. C00569C10 08700 Page 1 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08700 Door Hardware 4. Promptly incorporate corrections and changes in the first submittal and return two (2) copies of the revised schedule to the Technical Representative. 5. Acceptance of the hardware schedule does not relieve the supplier of responsibility for errors or omissions. B. Prepare by or under the supervision of supplier. Coordinate Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Organization: Organize into door hardware sets indicating designations of items required for each opening. Include the following information: a. Type, style, function, size, label, hand, and finish. b. Manufacturer. c. Fastenings and other pertinent information. d. Door and frame sizes and materials. C. Product Data 1. Submit product data in accordance with Section 01300. 2. Provide five (5) Copies of product data sheets or catalog Information for each Item along with the hardware schedules. 3. Include installation details, material descriptions, dimensions of individual components and profiles, and finishes. D. Samples: 1. Submit samples in specified finish for the following: a. Door gasketing. b. Thresholds, 6 inch length. E. Templates 1. Provide one (1) copy of complete template information for each item along with one copy of the approved hardware schedule to hollow metal, wood and aluminum door and frame suppliers. F. Keying Schedule 1. After meeting with the Contractor to discuss specific keying requirements, submit three (3) copies of keying schedules. 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Division 1 Product Requirement Section. B. Marking and Packaging: All items of hardware shall be delivered to the jobsite in the manufacturers' original packages and must be marked with door number and item number corresponding to the approved hardware schedule. C00569C10 08700 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08700 Door Hardware C. Storage: The Contractor shall provide a secure and dry area for storage of hardware items and must protect the materials and finishes. D. Inventory: The Hardware Supplier shall inventory the hardware jointly with the Contractor at the jobsite, until both parties are satisfied that the quantity is correct. 1.06 WARRANTY A. All hardware shall be guaranteed free from defects in material and workmanship for a period of one (1) year beginning with date of Substantial Completion. PART 2 – PRODUCTS 2.01 LOCKS AND LATCHES A. Basis -of- Design Product: The design is based on products indicated. Subject to compliance with requirements, provide the named product or a comparable product by one of the following. Complete substitution request per Section 01630: 1. Schlage Lock Company. 2. Sargent Manufacturing Company. 3. Falcon Lock. 4. Yale Residential Security Products. 5. Or approved equal. B. Bored Locks, Knob: BHMA A156.2, Grade 2 cylindrical, with wrought rose and knob. Tubular locks not acceptable. 1. Backset: 2 -3/4 inches, except 2 -3/8 inches acceptable on narrow stile door with approval of the Technical Representative. 2. Strike: Standard T -strike with curved lip and dust box. Provide extended lip if required to prevent latch from contacting doorframe as the door is closed. 3. Products – Knob 1 (DK -1): a. Schlage; Model A- Series. (Orbit) b. Falcon; Model S- Series. (Hana -Gala) c. Sargent: Model 6 Series. (6 Line – OB) d. Or approved equal. 4. Products – Knob 2 (DK -2): a. Schlage; Model A- Series. (Plymouth) b. Falcon; Model S- Series. (Troy -Gala) c. Sargent: Model 6 Series. (6 Line – OS) d. Or approved equal. 5. Products – Knob 3 (DK-5—passage only) a. Schlage, Model A Series (Plymouth) b. Falcon Model S -Series (Troy -Gala) c. Sargent Model 6 Series (6 Line – OS) d. Or approved equal 6. Products – Knob 4 (DK -6 –passage only) a. Schlage; Model A- Series. (Orbit) b. Falcon; Model S- Series. (Hana -Gala) C00569C10 08700 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements c. Sargent: Model 6 Series. (6 Line — OB) d. Or approved equal. Section 08700 Door Hardware C. Bored Locks, Lever: BHMA A156.2, Grade 2, cylindrical, with wrought rose and wrought or cast lever, where lever is indicated on Drawings or in schedule. Tubular locks not acceptable. 1. Backset: 2 -3/4 inches, except 2 -3/8 inches acceptable on narrow stile door with approval of the Technical Representative. 2. Strike: Standard T -strike with curved lip and dust box. Provide extended lip if required to prevent latch from contacting door frame as the door is closed. 3. Products — Lever (DK -3): a. Schlage; Model AL- series. (Jupiter) b. Falcon; Model F- Series. (Avalon) c. Sargent; Model GX Series /3 -Line. (OB Design) d. Or approved equal. D. Decorative Handlesets: Tubular lock with decorative handle and thumb latch; and auxiliary deadbolt. Manufacture to minimum equivalent durability of BHMA A156.2, Grade 3 tubular lock and BHMA A156.5, Grade 2 deadbolt. Deadbolt operated by key outside and turn inside. Complete substitution request per Section 01630 — Product Requirements for manufacturers not listed. 1. Product — Handleset with Knob (DK -4): a. Schlage; Model Accents: Plymouth, Camelot, or Addison Handleset with Knob b. Yale Residential Security Products; Model YH: Jamestown Handleset with Cambridge Knob c. Or approved equal. E. Bored Auxiliary Locks (LOCK -1): BHMA A156.5, Grade 2, deadlocking single - cylinder latchbolt, operated by key outside and thumb turn inside. 1. Strike: Standard strike with dust box. 2. Product- Dead - Bolts: a. Schlage; Model BC -160. b. Falcon; Model D800- Series. c. Sargent; Model 470 Series. d. Or approved equal. F. Keying: 1. Five -pin cylinder with manufacturer's standard keyway. 2. Key locks alike within each Residence. Match existing keys if possible, except locks on master key system. 3. Coordination with Homeowner for keying. G. Master Key System: Provide master keying on Residence(s) identified as part of master key system or in multi - family structures of two -units or greater. Other locks shall be independently keyed with no master key. H. Keys: Nickel silver. Provide two change keys per lock. Provide five master keys. 1. Trim: Provide knob and/or lever style. Match existing knob/lever styles as closely as possible for each individual Residence and coordinate with the Homeowner for finish selection: C00569C10 08700 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements 1. Knob and Lever styles: a. DK -1— Knob 1 b. DK -2 — Knob 2 c. DK -3 — Lever d. DK-4 — Handleset with Knob at interior e. DK -5 — Knob 3 (passage only) f. DK -6 — Knob 4 (passage only) 2. Knob and Lever finishes: a. Bright brass (605) b. Antique brass (609) c. Aged bronze (716) d. Satin nickel (619) e. Antique pewter (620) 2.02 HINGES Section 08700 Door Hardware A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include: 1. Hager Companies. 2. McKinney Products Company. 3. Stanley Commercial Hardware. 4. or approved equal. B. Hinges: BHMA A156.1 full mortise butt hinge, five knuckle, flat button tip. Residential grade hinges are not acceptable. Provide stainless steel, solid brass or non - corrosive hinges in the sizes and types indicated in this Section, unless otherwise indicated in the schedules at the end of this Section. C. Interior Doors: ANSI A8133, standard weight, plain bearing. 1. Hinge Size: a. Doors 1 -3/8 inches thick: 3 -1/2 by 3 -1/2 inches. b. Doors 1 -3/4 inches thick: 4- 1/2 by 4- 1/2 inches. 2. Acceptable products include: a. Hager; Model 1279. b. Stanley; Model F179. c. McKinney; Model T2714. d. Or approved equal. D. Acoustically -Rated Exterior Doors (Doors weighing over 120 pounds): ANSI A2112 or A5112, standard weight, anti- friction, 4- 1/2 by 4- 1/2 inches. Acceptable products include: 1. Hager; Model BB 1191. 2. Stanley; Model FBB191. 3. McKinney; Model TA314. 4. Or approved equal. E. Outswinging Exterior Doors: As indicated for type of door, plus the following: 1. Pin: Non - removable pins with set screw in hinge barrel. 2. Size: 4 by 4 -1/2 inches, to clear exterior casing. C00569C10 08700 Page 5 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08700 Door Hardware F. Self - Closing Hinges: ANSI K8107F, standard weight, plain bearing spring hinge. Acceptable products include: 1. Hager; Model 1250. 2. Stanley; Model 2060R. 3. McKinney; Model 1502. 4. Or approved equal. G. Fasteners for Wood Doors: Phillips flat -head threaded -to -the -head wood screws, with finish to match surface of hinges. Provide stainless steel, solid brass or non - corrosive fastener. 1. Provide two anchor screws of sufficient length to penetrate through the door frame into wood stud framing in each of the top two hinges. 2.03 GASKETING AND THRESHOLDS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to: 1. National Guard Products, Inc. 2. Pemko Manufacturing Co., Inc. 3. Hager Companies. 4. Visco Weatherseal Products. 5. Or approved equal. B. Aluminum Finish: In color to coordinate with door Hardware, or as selected by Technical Representative. 1. Gold Finish Anodized Aluminum for use with Bright Brass door hardware 2. Anodized Finish Aluminum for use with Satin Nickel door hardware 3. Dark Bronze Anodized Aluminum for use with Aged Bronze door hardware. 2.04 GASKETING A. Aluminum Housing with Gasket: Extruded aluminum housing with Z- shaped polyethylene covered open -cell urethane foam, with co- extruded kerf tab. Acceptable products include: 1. Pemko; Model 306. 2. National Guard; Model 184. 3. Visco; Model DS050. B. Kerf -in: Z- shaped polyethylene covered open -cell urethane foam, with co- extruded kerf tab, for gaps of 5/16 to 1/2 inch width. Available products include: 1. Pemko; Model Q103. 2. Pemko; Model Q102. 3. National Guard; Model 284Q. 4. Schlegel; Model QDS /QEBD -650. 5. Or approved equal. C. Perimeter Gasketing: Silicone seal adhesive backed gasket. Available products include: 1. Pemko, Model S88. 2. National Guard, Model 160 (silicone plus). 3. Or approved equal. C00569C10 08700 Page 6 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08700 Door Hardware D. Seal Color: White for painted doors and bronze/black for stained, or as selected by the Technical Representative. E. Jamb Corner Pad: Adhesive backed foam pad, nominal 1 -1/4 by 2 inches. Available products include: 1. Pemko; Model P112PS. 2. Or Approved equal. 2.05 DOOR SHOES, DRIPS, AND SEALS A. Door Bottom: Extruded aluminum housing for surface installation at the door bottom, with stainless steel fasteners and extruded non -vinyl neoprene seal. Available products include: 1. Pemko; Model 217PK. 2. Hager; Model 777S. 3. Or approved equal. B. Door Shoe with Drip Cap: Extruded aluminum housing with extruded non -vinyl thermoplastic elastomer seal, and integral drip cap, for surface application. Acceptable products include: 1. Pemko; Model 216V. 2. Hager; Model 778S. 3. Or approved equal. C. Seal: 1. Soft closed cell sponge neoprene 2. Thermo - plastic elastomer 3. Silicone E. End Plates: Provide end plates for mortise models. 2.06 THRESHOLDS A. Aluminum Threshold: Aluminum threshold 5 inches wide, with silicone gasket retained in rabbet. For offset floor height conditions, provide manufacturer's standard elevator /transition designed to function with specified threshold, in height to suit field conditions. Acceptable manufacturers include: a. Pemko Manufacturing Company b. Hager c. Or approved equal. B. Adjustable Oak Top Threshold: 5 3/4" wide, with adjustable oak top up to 1/4" to compensate for uneven door bottoms and sub -sill level changes, and with vinyl moisture barrier. Acceptable manufacturers include: a. Pemko Manufacturing Company b. Hager c. Or approved equal. C00569C10 08700 Page 7 King County International Airport Residential Aircraft Noise Remedy Improvements 2.07 STOPS AND MISCELLANEOUS Section 08700 Door Hardware A. Wide -Angle Observation Ports: Solid brass, with optical glass lenses; adjustable to door thickness, and permitting one -way observation with minimum 180 - degree viewing angle. Available products include: 1. Hager Companies; Model 1756. 2. Ives; Model 698. 3. Rockwood Manufacturing Company; Model 622. B. Rigid Door Stop: ANSI A156.16 stop with non - marking tip. Mount on baseboard, except use floor- mounted gooseneck type where wall mounting is impractical. Available products include: 1. Wall Mounted: a. Hager; Model 325W. b. Rockwood Manufacturing Company; Model 519. c. Ives; Model WS65. 2. Floor Mounted: a. Hager; Model 252F. b. Rockwood Manufacturing Company; Model 482. c. Ives; Model FS 441. d. Mag Engineering and Manufacturing Company, Inc.; Model 9215. 2.08 ACCESSORIES FOR PAIRS OF DOORS A. Flush Bolts: BHMA A156.16; designed for mortising into door edge, with lever operation. Acceptable products include: 1. Hager Companies; Model 283D. 2. Rockwood Manufacturing Company; Model 557. 3. NT Quality Hardware; an Ingersoll -Rand Company; Model 1356. 4. Ives; Model FB358. 5. Mag Engineering and Manufacturing Company, Inc.; Model 9257. 2.09 FINISHES A. Provide one of the following standard finishes on hinges, locksets and other hardware unless otherwise scheduled. For each door, provide hardware with matched finish plating. Finish as selected by the Property Owner and approved by the Architect. B. Exterior Hinges and other hardware: Finishes acceptable for use on exterior doors: 1. BHMA 605: Bright brass, clear coated, over brass base metal. 2. BHMA 716: Aged bronze, over bronze base metal. 3. BHMA 619: Satin nickel, clear coated over nickel base metal. 4. BHMA 609: Antique brass, clear coated, over brass base metal. 5. BHMA 620: Antique pewter, clear coated over steel base metal. C. Interior Hinges and other hardware: Finishes acceptable for use on interior doors; 1. BHMA 632: Bright brass, clear coated, over steel base metal. 2. BHMA 716: Aged bronze, over bronze base metal. 3. BHMA 652: Satin nickel, over steel base metal. C00569C10 08700 Page 8 King County International Airport Residential Aircraft Noise Remedy Improvements 4. BHMA 609: Antique brass, clear coated, over brass base metal. 5. BHMA 620: Antique pewter, clear coated, over steel base metal. D. Lockset: Finishes acceptable for use on locksets and deadbolts: 1. BHMA 605: Bright brass, clear coated, over brass base metal. 2. BHMA 716: Aged bronze, over bronze base metal. 3. BHMA 619: Satin nickel, over steel base metal. 4. BHMA 609: Antique brass, clear coated, over brass base metal. 5. BHMA 620: Antique pewter, clear coated, over steel base metal. E. Door Bottoms (shoes, auto bottoms, and thresholds) 1. Material: Extruded tempered aluminum 6065 -T6 2. Finishes (ANSI/BHMA 156.18): a. Clear anodized aluminum b. Dark bronze anodized aluminum 2.10 QUANTITIES Section 08700 Door Hardware A. Listed are for the Contractor's convenience only and are not guaranteed. B. Items not specifically mentioned but necessary to complete the work shall be furnished, matching in quality and finish the items specified. C. Provide the required quantity of items listed for a complete installation. 2.11 HARDWARE SETS A. Provide hardware as specified in the previous articles in sets according to the following schedule: HW -1 (ENTRY DOORS) for STC 40 requirement 4 Hinge BB 1191 (Non- ferrous/ stainless steel)HAGER 1 1 1 1 1 1 Entry lock with deadbolt BC -160 Spring stop 525 Threshold 115D Door shoe 216V Sound gasket Q102 D/W Observation port 622 SCHLAGE ROCKWOOD PEMKO PEMKO PEMKO ROCKWOOD Provide balance of hardware not indicated. Coordinate with hardware schedule below for knob/lever and lock sets (DK1 thru DK6) for each residence. HW -2 (INTERIOR DOORS) for STC 27 requirement 3 Hinge 1 Spring stop 1 Threshold 1 Door Bottom 1 Sound gasket T2714 (Steel) 525 2001_t 217_PK S88 Provide balance of hardware not indicated. Coordinate with hardware knob /lever and lock sets (DK1 thru DK6) for each residence. MCKINNEY ROCKWOOD PEMKO PEMKO PEMKO schedule below for C00569C10 08700 Page 9 King County International Airport Residential Aircraft Noise Remedy Improvements B. Provide hardware for each residence per the schedule below: Section 08700 Door Hardware Homeowner Code Hardware Set(s) Knob/Lever Set Lockset Finish Door No. 0810.03.0909 HW -1 DK -1 LOCK -1 605 1 0810.03.0912 HW -1 DK -2 LOCK -1 609 1 0810.03.0913 HW -1 DK -1 N/A 609 1 0810.03.0914 HW -1 DK -2 LOCK -1 716 1 0810.03.1005 HW -1 DK -2 LOCK -1 716 1,2 0810.03.1006 HW -1 DK -2 LOCK -1 716 1 0810.03.1009 HW -1 DK -1 LOCK -1 619 1,2 PART 3 -- EXECUTION 3.01 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance of door hardware. B. Do not proceed with installation of door hardware until unacceptable conditions are corrected. 3.02 PREPARATION A. Wood Door Preparation: 1. Comply with ANSI/WEMA I.S. 1 -A. 3.02 INSTALLATION A. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. B. Observation port mounting height: 54 "- 60 "A.F.F. Verify mounting height with Property Owner. C. Trim and install gasketing and thresholds carefully to eliminate gaps. Verify tightness by checking for light leaks at entire door perimeter. Adjust or replace as required. D. Door Bottoms: 1. Ensure doors and frames are properly sized, plumb and square. 2. automatic door bottom to be installed under factory conditions C00569C10 08700 Page 10 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08700 Door Hardware E. Thresholds: 3. Cope to fit tightly within frame opening with gasket removed. 4. Trim seal 1/16 inch longer than threshold at each end. 5. Set in full bed of sealant complying with requirements specified in Section 07 91 00 — Joint Sealants. 3.02 ADJUSTING, CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. B. Clean operating items as necessary to restore proper function and finish. C. Initial Adjustment: Adjust and check door and hardware to ensure proper operation. Replace units that cannot be adjusted to operate as intended. D. Adjust door control devices to compensate for final operation of ventilation and/or HVAC system and to comply with accessibility requirements. D. Lubricate surface of polyethylene covered foam gaskets with silicone lubricant as recommended by the manufacturer. E. Protect installed work from damage due to subsequent construction activity on the site. END OF SECTION C00569C10 08700 Page 11 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 08800 GLAZING PART 1 - GENERAL Section 08800 Glazing 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Terms and Special Conditions, and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This section includes glazing for the following products and applications, including those specified in other sections where glazing requirements are specified by reference to this Section: 1. Exterior fixed and operable windows consisting of an interior unit and an exterior unit in a single frame. Refer to Section 08510. 2. Exterior primary sliding glass storm doors. Refer to Section 08525. 3. Exterior secondary sliding glass storm doors. Refer to Section 08530. 4. Exterior wood doors w/ glazing. Refer to Section 08210. 5. Exterior hinged storm doors in Section 08117. 6. Secondary skylight. Refer to Section 08517. 7. Secondary windows. Refer to Section 08517. 8. Garden window box. Refer to Section 08560. 1.03 REFERENCES A. ANSI/ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. B. ANSI Z97.1 - Safety Performance Specifications and Methods of Test for Safety Glazing Used in Buildings. C. ASTM C1036 - Flat Glass. D. ASTM C1048 - Heat - Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass. E. ASTM E546 - Test Method For Frost Point of Sealed Insulating Glass Units. F. ASTM E773 — Seal Durability of Sealed Insulating Glass Units. G. ASTM E774 - Sealed Insulating Glass Units. H. FGMA - Glazing Manual. I. FGMA - Sealant Manual. J. SIGMA — Glazing Manual. C00569C10 08800 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing 1.04 DEFINITIONS A. Manufacturer: A firm that produces primary glass or fabricated glass as defined in referenced glazing publications. B. Interspace: Space between lites of an insulating -glass unit that contains dehydrated air or a specified gas. C. Deterioration of Coated Glass: Defects developed from normal use that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning coated glass contrary to manufacture's written instructions. Defects include peeling, cracking, and other indications of deterioration in metallic coating. D. Deterioration of Laminated Glass: Defects developed from normal use that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining an cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated -glass standard. E. Deterioration of Insulating Glass: Failure of the hermetic seal under normal use that is attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning insulating glass contrary to manufacturer's written instructions. Evidence of failure is the obstruction of vision by dust, moisture, or film on interior surfaces of glass. 1.05 PERFORMANCE REQUIREMENTS A. General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacturer, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. B. Glass Design: Glass thicknesses indicated are minimums and are for detailing and acoustical reasons only. Confirm glass thicknesses by analyzing Project loads and in- service conditions. Provide glass lites for various size openings in nominal thicknesses indicated, but not less than thicknesses indicated and in strengths (annealed or heat- treated) required to meet or exceed the following criteria: 1. Glass Thicknesses: Select minimum glass thicknesses to comply with ASTM E 1300, according to the following requirements: a. Specified Design Wind Loads: 80 MPH, Exposure C. c. Probability of Breakage for Vertical Glazing: 8 lites per 1000 for lites set vertically or not more than 15 degrees off vertical and under wind action. 1) Load Duration: 60 seconds or less. d. Probability of Breakage for Sloped Glazing: 1 lite per 1000 for lites set more than 15 degrees off vertical and under wind and snow action. 1) Load Duration: 30 days. C00569C10 08800 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing e. Maximum Lateral Deflection: For the following types of glass supported on all four edges, provide thickness required that limits center deflection at design wind pressure to 1/50 times the short side length or 1 inch, whichever is less. 1) For monolithic -glass lites heat treated to resist wind loads. 2) For insulating glass. 3) For laminated -glass lites. C. Thermal Movements: Provide glazing that allows for thermal movements resulting form the following maximum change (range) in ambient and surface temperatures acting on glass framing members and glazing components. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. D. Thermal and Optical Performance Properties: Provide glass with performance properties specified based on manufacture's published test data, as determined according to procedures indicated below: 1. For monolithic -glass lites, properties are based on units with lites 6 mm thick. 2. For laminated -glass lites, properties are based on products of construction indicated. 3. For insulating -glass units, properties are based on units with lites 6 mm and 5 mm thick with a nominal 3/4 inch (18.5 mm) wide interspace. 4. Center -of -Glass U- Values: NFRC 100 methodology using LBL -35298 WINDOW 4.1 computer program, expressed as Btu/sq.ft. x h x deg F. 5. Center -of -Glass Solar Heat Gain Coefficient: NFRC 200 methodology using LBL -35298 WINDOW 4.1 computer program. 6. Solar Optical properties: NFRC 300. 1.06 SUBMITTALS A. Submit in accordance of Section 01300. B. Product Data: For each glass product and glazing material indicated. C. Glazing Schedule: Use same designation indicated on Drawings for glazed openings in preparing a schedule listing glass types and thicknesses for each size opening and location. D. Product Certificates: Signed by manufacturers of glass and glazing products certifying that products furnished comply with requirements. E. Preconstruction Adhesion and Compatibility Test Report: From glazing sealant manufacture indicated glazing sealants were tested for adhesion to glass and glazing channel substrates and for compatibility with glass and other glazing materials. F. Product Test Reports: From a qualified testing agency indicating the following products comply with requirements, based on comprehensive testing of current products: 1. Coated float glass (not used) 2. Tempered or safety glass 4. Patterned glass C00569C10 08800 Page 3 King County International Airport Section 08800 Residential Aircraft Noise Remedy Improvements Glazing 5. Insulating glass. 6. Glazing sealants. 7. Glazing gaskets. G. Warranties: Special warranties specified in this Section. 1.07 QUALITY ASSURANCE A. Source Limitations for Clear Glass: Obtain clear float glass from one primary glass manufacturer. B. Source Limitations for coated Glass: Obtain coated glass from one manufacturer for each type of coating and each type and class of float glass indicated. C. Source Limitations for Insulating Glass: Obtain insulating -glass units form one manufacturer using the same type of glass and other components for each type of unit indicated. D. Source Limitations for Laminated Glass: Obtain laminated -glass units from one manufacturer using the same type of glass lites and interlayers for each type of unit indicated. E. Source Limitations for Glazing Accessories: Obtain glazing accessories form one source for each product and installation method indicated. F. Safety Glass: Category Il materials complying with testing requirements in 16 CFR 1201 and ANSI Z97.1. 1. Provide safety glass per local codes or as indicated in the plans. 2. Subject to compliance with requirements, permanently mark safety glass with certification label of Safety Glazing Certification Council or another certification agency acceptable to authorities having jurisdiction. G. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. 1. GANA Publications: GANA's "Glazing Manual" and "Laminated Glass Design Guide." 2. AAMA Publications: AAMA GDSG -1, "Glass Design for Sloped Glazing," and AAMA TIR -A7, "Sloped Glazing Guidelines." 3. SIGMA Publications: SIGMA TM -3000, "Vertical Glazing Guidelines," and SIGMA TB -3001, "Sloped Glazing Guidelines." H. Insulating -Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of the following inspecting and testing agency: 1. Insulating Glass Certification Council. 2. Associated Laboratories, Inc. 3. National Accreditation and Management Institute. C00569C10 08800 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing 1.08 ENVIRONMENTAL REQUIREMENTS A. Limitations: Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and when glazing channel substrates are wet from rain, frost, condensation, or other causes. B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds. 1.09 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop Drawings. 1.10 WARRANTY A. General Warranty: special warranties specified in this Section shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Manufacturer's Special Warranty on Coated -Glass Products: Written warranty, made out to Homeowner and signed by coated -glass manufacturer agreeing to furnish replacements for those coated -glass units that deteriorate as defined in Paragraph 1.04 "Definitions" above, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below. 1. Warranty Period: Ten (10) years from date of Substantial Completion. C. Manufacture's Special Warranty on Laminated Glass: Written warranty, made out to Homeowner and signed by laminated -glass manufacturer agreeing to furnish replacements for laminated glass units that deteriorate as defined in Article 1.044 "Definitions" above, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below. 1. Warranty Period: Ten (10) years from date of Substantial Completion. D. Manufacturer's Special Warranty on Insulating Glass: Written warranty, made out to Homeowner and signed by insulating -glass manufacturer agreeing to furnish replacements for insulating -glass units that deteriorate as defined in Article 1.04 "Definitions" above, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below. 1. Warranty Period: Ten (10) years from date of Substantial Completion. PART 2 - PRODUCTS 2.01 PRODUCTS AND MANUFACTURERS A. Products: Subject to compliance with requirements, provide the products indicated in schedules at the end of Part 3. 2.02 PRIMARY FLOAT GLASS A. Float Glass: ASTM C 1036, Type I (transparent glass, flat), Quality q3 (glazing select); class as indicated in schedules at the end of Part 3. C00569C10 08800 Page 5 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing 2.03 FULLY - TEMPERED FLOAT GLASS (FT) — SAFETY GLASS A. Monolithic Tempered Float Glass 1. Glass Type: as scheduled 2. Nominal Thickness: as scheduled 3. Glass Strength: Tempered 4. Coating Orientation: (N /A, Surface #1 or 2) 5. Performance Requirements: a. Tempered float glass shall comply with ASTM C1048, Type I, Class 1 (clear), Class 2 (tinted), Quality Q3, Kind FT. 2.04 LAMINATED GLASS A. Laminated Glass: ASTM C 1172 for kinds of laminated glass indicated and other requirements specified, including those in the Laminated —Glass Schedule at the end of Part 3. B. Interlayer: Interlayer material as indicated below, clear or in colors, and of thickness indicated with a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after laminating glass lites and installation. 1. Interlayer Material: Polyvinyl butyral sheets. C. Laminating Process: Fabricate laminated glass to produce glass free of foreign substances and air or glass pockets as follows: 1. Laminate lites with polyvinyl butyral interlayer in autoclave with heat plus pressure. 2.05 WIRED GLASS Not used. 2.06 INSULATED GLASS A. Insulating -Glass Units: Preassembled units consisting of sealed lites of glass separated by a dehydrated interspace, and complying with ASTM E 774 for Class CBA units and with requirements specified in this Article and in the Insulating -Glass Schedule at the end of Part 3. 1. Provide Kind HS (heat - strengthened) float glass in place of annealed glass where needed to resist thermal stresses induced by differential shading of individual glass lites and to comply with glass design requirements specified in "Performance Requirements" Article. 2. Provide Kind FT (fully tempered) where safety glass is indicated. B. Sealing System: Dual seal, with primary and secondary sealants as follows: 1. Manufacturer's standard sealants. C. Spacer Specifications: Manufacturer's standard spacer material and construction complying with the following requirements: C00569C I 0 08800 Page 6 King County International Airport Residential Aircraft Noise Remedy Improvements 1. Aluminum with clear - anodized finish. 2. Desiccant: Molecular sieve or silica gel, or blend of both. 3. Comer Construction: Manufacturer's standard corner construction. 2.07 CERAMIC- COATED GLASS Not Used Section 08800 Glazing 2.08 ELASTOMERIC GLAZING COMPOUNDS A. Provide products of type indicated, complying with the following requirements: 1. Compatibility: Select glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulting -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacture based on testing and field experience. 2. Suitability: Comply with sealant and glass manufactures' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Colors of Exposed Glazing Sealants: Architect to select from manufacturer's full color line. B. Elastomeric Glazing Sealant Standard: Comply with ASTM C920 and other requirements indicated for each liquid- applied, chemically curing sealant in Glazing Sealant Schedule at the end of Part 3, including those referencing ASTM C920 classifications for type, grade, class, and uses. C. Glazing Sealant for Fire- Resistive Glazing Products: Identical to product used in test assembly to obtain fire- protection rating. 2.09 GLAZING TAPES A. Back - Bedding Mastic Glazing Tapes: Preformed, butyl -based elastomeric tape with a solids content of 100 percent; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; packaged on rolls with a paper backing; and complying with ASTM C 1281 and AAMA 800 for products indicated below: 1. AAMA 804.3 tape, where indicated 2. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure. 3. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure. B. Expanded Cellular Glazing Tape: Closed -cell, PVC foam tape; factory coated with adhesive on both surfaces; packaged on rolls with release liner protecting adhesive; and complying with AAMA 800 for the following types: 1. Type 1, for glazing applications in which tape acts as the primary sealant. C00569C10 08800 Page 7 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing 2. Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant. 2.10 GLAZING GASKETS A. Lock -Strip Gaskets: Neoprene extrusions in size and shape indicated, fabricated into frames with molded corner units and zipper lock strips, and complying with ASTM C -542, black. B. Dense Compression Gaskets: Molded or extruded gaskets of material indicated below, complying with standards' referenced with mane of elastomer indicated below, and of profile and hardness required to maintain watertight seal: 1. Neoprene, ASTM C 864. 2. EPDM, ASTM C 864. 3. Silicone, ASTM C 115. 4. Thermoplastic polyolefin rubber, ASTM C 1115. 5. Any material noted above. C. Soft Compression Gaskets: Extruded or molded, closed -cell, integral- skinned gaskets of material indicated below, complying with ASTM C 509, Type II, black; and of profile and harness required to maintain watertight seal: 1. Neoprene. 2. EPDM. 3. Silicone. 4. Thermoplastic polyolefin rubber. 5. Any material noted above. 2.11 GLAZING ACCESSORIES A. General: Provide products of material, size and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. B. Setting Blocks: EPDM or Neoprene; Compatible with sealants. Shore "A" durometer hardness of 85, plus or minus 5. C. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. D. Spacers: Elastomeric blocks or continuous extrusions with a Shore A durometer hardness required by glass manufacturer to maintain glass lites in place for instillation indicated. E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). F. Perimeter insulation for Fire - Resistive Glazing: Identical to product used in test assembly to obtain fire - resistance rating. 2.12 FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS A. Fabricate glass and other glazing products in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with C00569C10 08800 Page 8 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing written instructions of product manufacturer and referenced glazing standard, to comply with system performance requirements. B. Clean-cut or flat -grind vertical edges of butt- glazed monolithic lites in a manner that produces square edges with slight kerfs at junctions with indoor and outdoor faces. C. Grind smooth and polish exposed glass edges. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine framing glazing, with Installer present, for compliance with the following: 1. Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners. 2. Presence and functioning of weep system. 3. Minimum required face or edge clearances. 4. Effective sealing between joints of glass- framing members. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION FOR GLAZING: A. Clean glazing channel and other framing members to receive glass, immediately before glazing. Remove coatings, which are not firmly bonded to substrate. Remove lacquer from metal surfaces where elastomeric sealants are used. B. Apply primer or sealant to joint surfaces where recommended by sealant manufacturer. 3.03 STANDARDS AND PERFORMANCE A. Watertight and weathertight installation of each glass product is required, except as otherwise shown. Each installation must withstand normal temperature changes, wind loading, impact loading (for operating sash and doors), without failure including loss or breakage of glass, failure of sealants or gaskets to remain water -tight and air - tight, deterioration of glazing materials and other defects in the work. B. Protect glass from edge damage during handling and installation, and subsequent operation of glazed components of the work. During installation, discard units with significant edge damage or other imperfections. C. Glazing channel dimensions as shown are intended provide for necessary bite on glass, minimum edge clearance, and adequate sealant thickness, with reasonable tolerances. Adjust as required by job conditions at time of installation. C00569C10 08800 Page 9 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing D. Comply with combined recommendations and technical reports by manufacturers of glass and glazing products as used in each glazing channel, and with recommendations of Flat Glass Marketing Association "Glazing Manual," except where more stringent requirements are indicated. E. Install insulating glass units to comply with recommendations by Sealed Insulating Glass Manufacturers Association, except as otherwise specifically indicated or recommended by glass and sealant manufacturers. 3.04 GLAZING - GENERAL A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. B. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation. C. Protect glass edges from damage during handling and installation. Remove damaged glass and legally dispose of off site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance. D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant- substrate testing. E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. G. Provide spacers for glass lites where the length plus width is larger than 50 inches as follows: 1. Locate spacers directly opposite each other on both inside and outside faces of glass. Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements. 2. Provide 1/8 -inch minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape. H. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. I. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. J. Where wedge - shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage so gasket cannot walk out when installation is subjected to movement. K. Square cut wedge - shaped gaskets at comers and install gaskets in a manner recommended by gasket manufacturer to prevent corners from pulling away; seal comer joints and butt joints with sealant recommended by gasket manufacturer. C00569C10 08800 Page 10 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing 3.05 TAPE GLAZING A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops. B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening. C. Where framing joints are vertical, cover these joints by applying tapes to heads and sills first and then to jambs. Where framing joints are horizontal, cover these joints by applying tapes to jambs and then to heads and sills. D. Place joints in tapes at comers of opening with adjoining lengths butted together, not lapped. Seal joints in tapes with compatible sealant approved by tape manufacturer. E. Do not remove release paper from tape until just before each glazing unit is installed. F. Center glass lites in openings on setting blocks and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. 3.06 GASKET GLAZING (DRY) A. Fabricate compression gaskets in lengths recommended by gasket manufacturer to fit openings exactly, with stretch allowance during installation. B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at comers. C. Center glass lites in openings on setting blocks and press finely against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at comers and work toward centers of openings. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. D. Install gaskets so they protrude past face of glazing stops. 3.07 SEALANT GLAZING (WET) A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant form extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. C. Tool exposed surfaces of sealants to provide a substantial wash away from glass. C00569C10 08800 Page 11 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing 3.08 LOCK -STRIP GASKET GLAZING A. Comply with ASTM C716 and gasket manufacturer's written instructions. Provide supplementary wet seal and weep system, unless otherwise indicated. 3.09 CURE, PROTECTION AND CLEANING A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away form glass. Do not apply markers to glass surface. Remove nonpermanent labels, and clean surfaces. B. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove them immediately as recommended by glass manufacturer. C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for build -up of dirt, scum, alkaline deposits, or stains; remove as recommended by glass manufacturer. D. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways during construction period, including natural causes, accidents and vandalism. E. Wash and polish glass on both faces not more than 4 days prior to date scheduled for inspections intended to establish date of substantial completion in each area of project. Comply with glass product manufacturer's recommendations for fmal cleaning. 3.10 ACOUSTICAL GLASS SCHEDULE: A. Vinyl horizontal sliding windows manufactured by Milgard 1. Exterior insulated unit: a. %" insulated panel i. 1/8" float glass (Low E tinted); fully tempered where safety glazing is indicated ii. 1/2" airspace iii. 1/8" float glass; fully tempered where safety glazing is indicated 2. 2" min. separation 3. Interior Unit: a. 3/16" float glass; fully tempered where safety glazing is indicated B. Vinyl fixed windows manufactured by Milgard 1. Exterior insulated unit: a. 3/4" insulated panel i. 3/16" float glass (Low E tinted) ; fully tempered where safety glazing is indicated ii. 7/16" airspace iii. 1/8" float glass; fully tempered where safety glazing is indicated 2. 2" min. separation C00569C10 08800 Page 12 King County International Airport Residential Aircraft Noise Remedy Improvements 3. Interior Unit: a. 3/16" float glass; fully tempered where safety glazing is indicated Section 08800 Glazing C. Vinyl double hung windows manufactured by Milgard 1. Exterior insulated unit: a. 3/4" insulated panel i. 1/8" float glass (Low E tinted) ; fully tempered where safety glazing is indicated ii. 1/2" airspace iii. 1/8" float glass; fully tempered where safety glazing is indicated 2. 2" min. separation 3. Interior Unit: a. 3/16" float glass; fully tempered where safety glazing is indicated D. Vinyl casement windows manufactured by Milgard 1. Exterior insulated unit: a. 3/4" insulated panel i. 3/16" float glass (Low E tinted) ; fully tempered where safety glazing is indicated ii. 7/16" airspace iii. 1/8" float glass; fully tempered where safety glazing is indicated 2. 2" min. separation 3. Interior Unit: a. 1/4" float glass; fully tempered where safety glazing is indicated E. Vinyl horizontal sliding windows manufactured by Graham 1. Exterior unit: a. 1" insulated panel i. 3/16" float glass (Low E tinted) ; fully tempered where safety glazing is indicated ii. 5/8" airspace iii. 3/16" float glass; fully tempered where safety glazing is indicated 2. 2" min. separation 3. Interior Unit: a. '/4" float glass; fully tempered where safety glazing is indicated F. Vinyl fixed windows manufactured by Graham 1. Exterior unit: a. 1" insulated panel C00569C10 08800 Page 13 King County International Airport Residential Aircraft Noise Remedy Improvements Section 08800 Glazing i. 1/4" float glass (Low E tinted) ; fully tempered where safety glazing is indicated ii. 1/2" airspace iii. 1/4" float glass; fully tempered where safety glazing is indicated 2. 3" min. separation 3. Interior Unit: a. 3/4" insulated panel i. 1/4" float glass ; fully tempered where safety glazing is indicated ii. 1/4" airspace iii. 1/4" float glass; fully tempered where safety glazing is indicated G. Vinyl double hung windows manufactured by Graham 1. Exterior unit: a. 1/4" laminated glass i. 1/8" float glass (Low E tinted) ; fully tempered where safety glazing is indicated ii. 1/2" air space iii. 1/8" float glass; fully tempered where safety glazing is indicated 2. 2" min separation 3. Interior Unit: 3/16 float glass; fully tempered where safety glazing is indicated H. Vinyl Primary Sliding Glass Doors 1. 1" insulated panel a. 7/32" laminated glass i. 1/8" nom. glass ii. .030 PVB interlayer iii. 1/8" nom. glass b. '' /2" min. air space c. 3/16" tempered glass I. Aluminum Secondary Sliding Glass Storm Doors 1. 1/4" laminated glass a. 1/8" glass (Low E tinted) .030" PVB interlayer 1/8" tempered glass J. Aluminum Storm Doors 1. 1/4" fully tempered glass C00569C10 08800 Page 14 King County Intemational Airport Residential Aircraft Noise Remedy Improvements K. Wood doors with side -light or vision panel: 1. Uncoated Clear Fully Tempered Float Glass Kind FT (fully tempered) — Glass where indicated on drawings a. Overall Unit Thickness: 1/2". b. Glass Edge Treatment: Flat polished. 2. Uncoated Obscure Fully Tempered Float Glass Kind FT (fully tempered) — Glass where indicated on drawings a. Overall Unit Thickness: 1/2". b. Glass Edge Treatment: Flat polished c. Pattern: frosted L. Secondary skylight: 1. Uncoated Clear Fully Tempered Float Glass Kind FT (fully tempered) — Glass where indicated on drawings. a. Overall Unit Thickness: '/4" b. Glass Edge Treatment: Flat polished. M. Secondary Window: 1. Uncoated Clear Fully Tempered Float Glass Kind FT (fully tempered) — Glass where indicated on drawings. a. Overall Unit Thickness: '/4" b. Glass Edge Treatment: Flat polished. N. Garden Window Box 1. '/z" tempered glass (Low E tinted) Section 08800 Glazing 3.11 SEALANT SCHEDULE A. Low - Modulus, Nonacid -Curing Silicone Glazing Sealant (GS -1). 1. For use at all exterior glazing 2. Where glazing sealants of this designation are indicated, provide products complying with the following: a. Dow Corning: 790. b. GE Silicones; Silpruf. c. NUCO Industries, Inc: HiFlex 331. d. Or approved equal. 3. Type and Grade: S (single component). 4. Class: 25. 5. Use related to exposure: NT (non - traffic) and glazing substrates: M, G, A. END OF SECTION C00569C10 08800 Page 15 King County International Airport Section 09215 Residential Aircraft Noise Remedy Improvements Gypsum Veneer Plaster SECTION 09215 GYPSUM VENEER PLASTER PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Contract Documents, including General Terms and Conditions and Division I Specification Sections, apply to this Section. 1.02 SUMMARY A. This section includes the following 1. Gypsum veneer plaster and gypsum base for veneer plaster. B. Related Sections include the following: 1. Sealants (Section 07900). 2. Painting (Section 09900). 1.03 DEFINITIONS A. Terminology: Refer to ASTM C 11 for defmitions of terms for gypsum veneer plaster assemblies not defined in this Section or in other referenced standards. 1.04 SUBMITTALS A. Product Data: For each type of product specified. B. Shop Drawings: Show locations, fabrication, and installation of control and expansion joints including plans, elevations, sections, details of components, and attachments to other Work. C. Samples for the following products: 1. Trim Accessories: Full -size Sample in 12 -inch (300 mm) length for each trim accessory indicated. 1.05 QUALITY ASSURANCE A. Source Limitations For Gypsum Veneer Plaster Products: Obtain gypsum veneer plaster products, including joint reinforcing tape, embedding material, and plasters, from a single manufacturer. B. Fire - Test - Response Characteristics: For gypsum veneer plaster assemblies with fire - resistance ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. 1. Fire Resistance -Rated Assemblies: Indicated by design designations from GA -600, "fire Resistance Design Manual." C. Finish Mockups: Apply mockups of at least 100 sq.ft. (9 sq. m.) in surface area to demonstrate aesthetic effects and qualities of materials and execution. 1. Apply mockups for the following applications: C00569C10 09215 Pagel King County International Airport Section 09215 Residential Aircraft Noise Remedy Improvements Gypsum Veneer Plaster a. Walls and Partitions: Smooth and textured finishes. 2. Simulate finished lighting conditions for review of mockups. 3. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. 1. Gypsum Base for Veneer Plaster: Stack panels flat to prevent sagging. 1.07 PROJECT CONDITIONS A. Environmental Limitations: Comply with ASTM C 843 requirements or gypsum veneer plaster manufacturer's written recommendations, whichever are more stringent. B. Room Temperatures: Maintain not less than 55 deg F (13 deg C) or more than 80 deg F (27 deg C) for 7 days before application of gypsum veneer plaster, continuously during application, and after application until veneer plaster is dry. C. Avoid conditions that result in gypsum veneer plaster drying too rapidly. 1. Distribute heat evenly; prevent concentrated or uneven heat on veneer plaster. 2. Maintain relative humidity levels for prevailing ambient temperature that produces normal drying conditions. 3. Ventilate building spaces in a manner that prevents drafts of air from contacting surfaces during veneer plaster application and until it is dry. PART 2 - MATERIALS 2.01 GYPSUM VENEER PLASTER MATERIALS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: B. Products: Subject to compliance with requirements, provide one of the following: 1. One - Component Gypsum Veneer Plaster: a. G -P Gypsum Corporation; Cameo Veneer Plaster. b. National Gypsum Company. c. United States Gypsum Co.; DIAMOND Interior Finish Plaster. d. Certainteed ProRock 20 Lightsand. e. Or approved equal. C. One- Component Gypsum Veneer Plaster: ASTM C587 and formulated for application directly over substrate indicated without use of separate base -coat material. 2.02 ACCESSORIES A. Standard Trim: ASTM C 1047, provided or approved by manufacturer for use m gypsum veneer plaster applications indicated. C00569C10 09215 Page 2 King County International Airport Section 09215 Residential Aircraft Noise Remedy Improvements Gypsum Veneer Plaster 1. Material: Aluminum- coated steel sheet, or rolled zinc. 2. Shapes: a. Comerbead: Use at outside corners. b. LC -Bead (J- Bead): Use at exposed panel edges. c. Expansion (Control) Joint: Use where indicated. B. Aluminum Trim: Extruded accessories of profiles and dimensions indicated. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following. C. Gypsum base backer board (blue board): 1. Materials: panels with gypsum core, paper encased, square or taped edges 2. Thickness: 1/2" or 5/8" base. 2. Meets ASTM C588 requirements 3. Thermal resistance value: R -0.45 (1/2" base), 0.56 (5/8" base) 4. Vapor Permeance: 0.06 for foil backed base 2.03 JOINT REINFORCING MATERIALS A. General: Comply with joint strength requirements in ASTM C 587 and with gypsum veneer plaster manufacturer's written recommendations for each application indicated. B. Joint Tape: Gypsum Base for Veneer Plaster: Paper. C. Embedding Material for Joint Tape: 1. Gypsum Base for Veneer Plaster: Material produced and recommended by gypsum veneer plaster manufacturer for use with joint tape material and gypsum veneer plaster applications indicated. D. Joint Sealants: Refer to Section 07900 Sealants. 2.04 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Bonding Compound for Gypsum Veneer Plaster: ASTM C 631. C. Laminating Adhesive: Adhesive or joint compound recommended by manufacturer for directly adhering gypsum base face -layer panels to base -layer panels in multilayer construction. 2.05 GYPSUM VENEER PLASTER MIXES A. Mechanically mix gypsum veneer plaster materials to comply with ASTM C 843 and with gypsum veneer plaster manufacturer's written recommendations. C00569C10 09215 Page 3 King County International Airport Section 09215 Residential Aircraft Noise Remedy Improvements Gypsum Veneer Plaster PART 3 - EXECUTION 3.01 INSPECTION A. With Installer present, examine substrates which veneer plaster construction attaches to or abuts, for compliance with requirements for installation tolerances and other conditions affecting performance of veneer plaster construction. Do not proceed with installation until unsatisfactory conditions have been corrected. B. Bear complete responsibility for the accuracy of all measurements taken at the project and bear all costs for corrections to new work which is required because of dimensional differences. C. Bear complete responsibility and costs for all cutting, patching, trim, repair to existing materials, and all other matters required for a complete and neat installation as accepted by the Technical Representative. 3.02 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturers written instructions. B. Control Joints: Install control joints according to ASTM C 844 and in specified locations approved by Technical Representative for visual effect. 3.03 INSTALLING JOINT REINFORCEMENT A. Gypsum Base for Veneer Plaster: Reinforce interior angles and flat joints with joint tape and embedding material to comply with ASTM C 843 and gypsum veneer plaster manufacturer's written recommendations. B. Aluminum Trim: Apply and embed joint tape over flanges of aluminum trim accessories if recommended in writing by trim manufacturer. 3.04 GYPSUM VENEER PLASTERING A. Gypsum Veneer Plaster Application: Comply with ASTM C 843 and veneer plaster manufacturer's written recommendations. 1. Where gypsum veneer plaster abuts metal door frames, windows, and other units in veneer plaster, groove finish coat to eliminate spalling. 2. Do not apply veneer plaster to gypsum base if face paper has faded from exposure to light. Before applying veneer plaster, use remedial methods to restore bonding capability to faded face paper according to manufacturer's written recommendations and as approved by Technical Representative. B. Gypsum Veneer Plaster Finish: Smooth- troweled fmish, unless otherwise indicated. C00569C10 09215 Page 4 King County International Airport Section 09215 Residential Aircraft Noise Remedy Improvements Gypsum Veneer Plaster 3.05 PLASTER PATCHING A. Work containing cracks, blisters, pits, checks or discoloration will not be accepted. B. Remove such work, including rejected work, and replace with new. C. Patching of defective work is permitted only after notification of Technical Representative. D. Perform cutting, patching, repairing, and pointing -up operations neatly and thoroughly. E. Repair cracks and indented surfaces by moistening plaster and filling with new material, troweled or tamped flush with adjoining surfaces. F. Point -up and fmish surfaces around fixtures, outlet boxes, piping, fittings, tiles, and other work flush with adjacent plaster. G. Where new plaster adjoins plaster installed for more than 48 hours, cut existing plaster at an angle of approximately 45 degrees with exposed surface before installing new plaster. 3.06 ADJUSTING, CLEANING AND PROTECTION A. Repair damaged and defective work wherever possible to eliminate functional and visual defects. Where not possible to repair properly, replace with new. B. Remove plaster spillage promptly from door frames, windows and other adjoining work. Repair surfaces which have been damaged by plastering work. Remove temporary coverings used to protect other work. C. Provide final protection and maintain conditions, in a manner suitable to Installer, which ensures gypsum drywall and veneer plaster work being without damage or deterioration at time of acceptance. END OF SECTION C00569C10 09215 Page 5 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 09500 VENTS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Gable Louver Vents. 2. Soffit Vents. 1.02 VENTING REQUIREMENTS Section 09500 Vents A. Attic Ventilation: Provide a design for an attic ventilation system, including vent types, sizes and locations. Provide design which meets the requirements of the State Building Code. B. For each Parcel for which attic insulation is added, provide additional attic ventilation. Provide total ventilation that complies with State and Local Building Codes. Total ventilation may use existing ventilation, if any, with added venting to provide the minimum required. C. Minimum venting: Provide a design with a ratio of vent area to attic floor area of not less than 1 to 150. Provide at least 50 percent but not more than 80 percent of the venting in the upper portion of the attic. 1.03 SUBMITTALS A. Prepare submittals as required by Section 01300 — Submittal Procedures. B. Product Data: For each type of product indicated. C. Samples: For each type of product indicated D. Ventilation Calculations: For each Parcel receiving attic ventilation, submit the following data and calculations: 1. Type and manufacture of product to be installed. 2. Ceiling area directly below spaces being vented. 3. Net free area of the proposed products. 4. Total net free area of installation for intake and for exhaust. PART 2 - PRODUCTS 2.01 GABLE LOUVER VENTS A. Louver Vents: C00569C10 09500 Page 1 King County International Airport Residential Aircraft Noise Remedy Improvements Section 09500 Vents 1. Type: Stationary louvers. 2. Material: Formed aluminum, minimum 0.020 inch sheet metal. 3. Finish: Baked enamel. 4. Size: Minimum net free area as required for attic ventilation; or as determined from manufacturer's tables for calculating required attic ventilation. 5. Color: As selected by Homeowner from manufacturer's standard colors. B. Screens: 1. General: Locate screens on the inside of louvers, attic side. 2. Glass -Fiber Mesh Fabric: 18 -by -14 or 18 -by -16 mesh of PVC - coated, glass -fiber threads; woven and fused to form a fabric mesh resistant to corrosion, shrinkage, stretch, impact damage, and weather deterioration. Comply with ASTM D 3656. C. Available Flush Mount Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to: 1. Lomanco, Inc.; Model 100 Series. D. Available Recessed Mount Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to: 1. Lomanco, Inc.; Model 200 Series. E. Available Reversible Mount Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to: 1. Owens Corning; Model Ventsure. 2. Lomanco, Inc.; Model 150 Series. 3. Solar Group; Model RL Series. F. Available Adjustable Triangular Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to: 1. Lomanco, Inc.; Model 900 Series. 2. Solar Group Inc.; Model AL Series. 2.02 SOFFIT VENTS A. Vents: Preformed aluminum vents fabricated from nominal 0.020 inch roll - formed aluminum. Size and profile as indicated on drawings. Color as selected by Homeowner from manufacturer's standard color charts. B. Available Continuous Soffit Vent Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to: 1. Air Vent Inc.; Model SV201. 2. Alcoa Building Products; Model Vent -A -Strip Model VAS -70 & VAS -79. 3. Lomanco, Inc.; Model 105, 140 or 190. 4. Solar Group; Model SA & SAL Series. C. Available Under Eave Vent Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to: 1. Air Vent Inc.; Model EV 16 Series. 2. Solar Group.; Model UA 16 Series. C00569C10 09500 Page 2 King County International Airport Section 09500 Residential Aircraft Noise Remedy Improvements Vents 3. Lomanco Inc.; Model C- Series. D. Available Circular Vent Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to: 1. Midget Louver; Model RLS series. 2. Lomanco Inc.; Model Cirk -L -Vent. 2.03 FASTENERS A. Fasteners: Aluminum or non - magnetic (Austenitic) stainless steel. Do not use metals that are incompatible with joined metals. Use type and size to suit installation conditions. PART 3 - EXECUTION 3.01 EXAMINATION AND PREPARATION A. Examine condition of roofing, siding, trim and substrate prior to installation. Advise Architect of deficiencies prior to installation. B. Do not commence cutting of soffits, gable end walls or roof ridge until new louvers and vents have been delivered to the site. 3.02 GENERAL INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Neatly trim back existing materials to allow for installation of new louvers and vents. Provide and install blocking, furring and framing as required. C. Locate and place products level, plumb, and at indicated alignment with adjacent work. Adjust and reinforce substrate as necessary for secure installation. Provide shims, blocking, anchors and clips for a complete installation. Use concealed anchorages where possible. D. Protect galvanized and nonferrous -metal surfaces from corrosion or galvanic action by applying a heavy coating of bituminous paint on surfaces that will be in contact with concrete, masonry, or dissimilar metals. E. Set products in sealant bed or gasket to provide water -tight seal. Securely attach to existing substrate. 3.03 LOUVER INSTALLATION A. Adjust hardware for tight fit and smooth operation without binding. B. Provide perimeter and head flashing. C00569C10 09500 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 09500 Vents C. Set louver vent sill members in bed of sealant or with gaskets, as indicated, for weathertight construction. Securely attach to existing substrate. 3.04 GABLE END VENT INSTALLATION A. Embed perimeter of gable end louver in concealed sealant to provide acoustically tight and weatherproof joint. Immediately clean excess sealant from surfaces. B. Provide perimeter and head flashing. END OF SECTION 09500 C00569C 10 09500 Page 4 King County International Airport Section 09900 Residential Aircraft Noise Remedy Improvements Painting SECTION 09900 PAINTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Terms and Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes surface preparation and field painting of the following: 1. Exposed exterior items and surfaces. 2. Exposed interior items and surfaces. 3. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Color matching shall be verified in field. C. Paint exposed surfaces per drawings. If the drawings 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 the drawings indicate colors. If the drawings do not indicate color of finish, the Architect will select from standard colors and fmishes available. 1. Painting includes field painting of exposed pipes and ducts, hangers, exposed steel and iron work, and primed metal surfaces of mechanical and electrical equipment in finished area of building. 2. Paint and/or stain: a. Exterior/Interior sliding glass door trim. b. Exterior wood doors. c. Exterior (new and existing members) wood trim. d. Exterior replacement siding. e. Air intake grilles, vents, actuator access doors and frames. f. Ceiling and wall patches. Note gypsum texturing product is to be used at ceilings (to match adjacent existing ceiling finishes). g. Ceiling access door panels and frames. h. Paint or stain interior wood trim and stools at replacement windows. i. Any new or existing painted material disturbed by work under this contract. j. Exterior metal flashings. D. Do not paint prefmished items, concealed surfaces, finished metal surfaces, operating parts, and labels (unless specifically noted otherwise). 1. Prefinished items include the following factory- fmished components: a. Finished mechanical and electrical equipment. b. Light fixtures. C00569C10 09900 Pagel King County International Airport Residential Aircraft Noise Remedy Improvements Section 09900 Painting 2. Concealed surfaces include walls or ceilings in the following generally inaccessible spaces: a. Foundation spaces. b. Furred areas. c. Ceiling plenums. d. Pipe spaces. e. Duct shafts. 3. Finished metal surfaces include the following: a. Anodized aluminum. b. Stainless steel. c. Chromium plate. d. Bronze and brass. 4. Operating parts include moving parts of operating equipment and the following: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. 5. Labels: Do not paint over Underwriters laboratories (UL), Factory Mutual (FM), or other code - required labels or equipment name, identification, performance rating, or nomenclature plates. E. Related Sections include the following: 1. Section 06200 (Finish Carpentry) 2. Division 15 and 16: Painting of mechanical and electrical work is specified in Divisions 15 and 16, respectively. 3. Section 09500 (Vents) 1.03 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte fmish with a gloss range below 15 when measured at an 85- degree meter. 2. Eggshell refers to low -sheen finish with a gloss range between 15 and 20 when measured at a 60- degree meter. 3. Satin refers to a low -sheen finish with a gloss range between 20 and 35 when measured at a 60- degree meter. 4. Semigloss refers to medium -sheen finish with a gloss range between 35 and 65 when measured at a 60- degree meter. 5. Full gloss refers to high -sheen finish with a gloss range more than 65 when measured at a 60- degree meter. 1.04 SUBMITTALS A. Submit in accordance with Section 01300. B. Product Data: For each paint system specified. Include block fillers and primers. C00569C 10 09900 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 09900 Painting 1. Material List: Provide 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. Manufacturer's Information: Provide manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material proposed for use. C. Samples for Initial Selection (for colors not presently scheduled): Manufacturer's color charts showing the full range of colors available for each type of fmish -coat material indicated. 1.05 QUALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to that indicated for this Project with a record of successful in- service performance. B. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well - ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and application. C. Remove all covered containers off -site and dispose of within local laws. 1.07 PROJECT CONDITIONS A. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 and 90 deg F (10 and 32 deg C). B. Apply solvent - thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 and 95 deg F (7.2 and 35 deg C). C. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85 percent; or at temperatures less than 5 deg F (3 deg C) above the dewpoint; or to damp or wet surfaces. C00569C10 09900 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 09900 Painting 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. 1.08 WARRANTY 1. Warranty: Manufacturer's product warranty shall be one year or better for all painted surfaces. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the following paint manufacturers: 1. Benjamin Moore & Co. 2. Sherwin - Williams Co. 3. Fuller- O'Brien Paints. 4. Parker Paint Co. 5. Or approved equal. 2.02 PAINT MATERIALS - GENERAL A. Material Compatibility: Provide block fillers, primers, undercoats, and finish -coat materials that are compatible with one another and the substrate indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality paint material of the various coating types specified. Paint - material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. C. Colors Schedule: 1. Interior a. For bidding purposes, assume 5 custom colors for each residence. b. Assume 50 total custom colors. c. Match existing adjacent paint color. d. Exterior doors: match interior leaf and edge color. 2. Exterior a. Siding: match existing color. Due to weathering, assume 4 shades of existing colors. b. Trim: match existing color. c. Exterior doors: match exterior leaf and edge color. d. Flashing: match existing or match new assembly being flashed. PART 3 - EXECUTION 3.01 EXAMINATION C00569C 10 09900 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements Section 09900 Painting A. Examine substrates, areas and conditions, with the Applicator present, under which painting will be performed for compliance with application requirements. 1. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Technical Representative about anticipated problems using the materials specified over substrates primed by others. 3.02 PREPARATION A. General: Remove hardware and hardware accessories, plate, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of the size or weight of the item, provide surface- applied protection before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease before cleaning. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Rough as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast - cleaning methods if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and bum, correct this condition before application. Do not paint surfaces where moisture contents exceeds that permitted in manufacturer's written instructions. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. C00569C10 09900 Page 5 King County international Airport Residential Aircraft Noise Remedy Improvements Section 09900 Painting b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling, and door and window trim. c. When transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other west wall construction occurs on backside. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. 4. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, lose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with the Steel Structures Painting Council's (SSPC) recommendations. a. Clean steel surfaces as recommended by paint system manufacturer and according to requirements of SSPC -SP 6. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. Touch up bare areas and shop - applied prime coats that have been damaged. Wire - brush, clean with solvents recommended by paint manufacturer, and touch up with the same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum -based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D. Materials Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 3. Use only thinners approved by paint manufacturer and only within recommended limits. 3.03 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the drawings. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term `exposed surfaces" includes areas visible when permanent or built -in fixtures, convector covers, covers for finned -tube radiation, grilles, and similar components are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection. C00569C10 09900 Page 6 King County Intemational Airport Residential Aircraft Noise Remedy Improvements Section 09900 Painting 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before the fmal installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. 7. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 8. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 9. Sand lightly between each succeeding enamel or varnish coat. 10. Finish reconstructed closet shelving to match fmish of existing closet shelving. 11. Terminate painting of interior wall areas at natural breaks such as corners and seams. Do not terminate a painted wall area in mid- field. B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and the film thickness required are the same regardless of application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions sand between applications. 2. Omit primer on metal surfaces that have been shop primed and touchup painted. 3. If undercoats, stains, or other conditions show through fmal coat of paint, apply additional coats until paint film is of uniform fmish, color, and appearance. Give special attention to ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. 1 Brushes: Use brushes best suited for the type of material applied. Use brush of appropriate size for the surface or item being painted. 2. Rollers: Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required. D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. E. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items exposed in occupied spaces. 1. Mechanical items to be painted include, but are not limited to, the following: C00569C10 09900 Page 7 King County International Airport Residential Aircraft Noise Remedy Improvements a. Piping, pipe hangers, and supports. b. Ductwork. c. Insulation. d. Motors and mechanical equipment. e. Accessory items. 2. Electrical items to be painted include, but are not limited to, the following: a. Conduit and fittings. b. Switchgear. c. Panel boards. Section 09900 Painting F. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by the manufacturer, to material that is required to be painted or fmished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn through or other defects due to insufficient sealing. G. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. H. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with requirements. 3.04 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from site and legally dispose off -site. 3.05 PROTECTION A. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by the Technical Director. B. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. 3.06 INTERIOR PAINT A. Gypsum Board: Provide the following finish systems over interior gypsum board surfaces: 1. Low- Luster, Acrylic - Enamel Finish: 2 finish coats over a primer. a. Primer: Latex -based, interior primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.2 mils. b. First and Second Coats: Low - luster (eggshell or satin), acrylic - latex, interior enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.8 mils. c. Match existing adjacent texture and sheen. C00569C10 09900 Page 8 King County International Airport Residential Aircraft Noise Remedy Improvements Section 09900 Painting B. Ferrous Metal: Provide the following finish systems over ferrous metal: 1. Semigloss, Acrylic - Enamel Finish: One fmish coat over an enamel undercoater and a primer. a. Primer: Quick - drying, rust - inhibitive, alkyd -based or epoxy -metal primer as recommended by the manufacturer for this substrate, applied at spreading rate to achieve a total dry film thickness of not less than 1.5 mils. b. Undercoat: Alkyd, interior enamel undercoat or semigloss, acrylic - latex, interior enamel as recommended by the manufacturer for this substrate, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.3 mils. c. Finish Coat: Semigloss, acrylic -latex interior enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.3 mils. C. Zinc- Coated Metal: Provide the following finish systems over zinc- coated metal: 1. Semigloss, Acrylic - Enamel Finish: Two finish coats over a primer. a. Primer: Galvanized metal primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.2 mils. b. First and Second Coats: Semigloss, acrylic - latex, interior enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.6 mils. D. Interior Wood Trim: Provide the following fmish systems over interior wood trim: 1. General: paint or stain to match existing trim in each unit. 2. Fine sand to provide clean smooth Surface. 3. Paint: a. Prime with one coat of latex or alkyd primer. Prime all sides, ends, and cut edges. b. Finish with two coats of latex semi- gloss. 4. Color and/or stain to match existing trim 3.06 EXTERIOR PAINT A. Exterior Wood Trim: Provide the following fmish systems over interior wood trim: 1. Fine sand to provide clean smooth Surface. 2. Prime with one coat of latex exterior primer. Prime all sides, ends, and cut edges. 3. Finish with two coats of acrylic or latex semi- gloss. 4. Color to match existing siding. B. Metal Flashings 1. Finish Coat: Satin, acrylic -latex exterior enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.3 mils. END OF SECTION C00569C10 09900 Page 9 King County International Airport Section 10300 Residential Aircraft Noise Remedy Improvements Fireplace and Chimney Modifications SECTION 10300 FIREPLACE AND CHIMNEY MODIFICATIONS PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide and install fireplace and chimney modifications as specified. 1.02 WARRANTY A. Warranty Period: shall be for the life of the product which includes parts, finishes and workmanship. PART 2- PRODUCTS 2.01. FIREPLACE DAMPERS WITH CHIMNEY CAPS A. Manufacturers 1. Lymance 2. Chim -a -lator 3. Lock -top 4. Or approved equal 2.02. FRESH AIR SUPPLY VENT A. Manufacturers 1. Ultra -Aire Fresh 80 2. Airlet 200 2. Or approved equal 2.03 MATERIALS A. Top sealing damper with chimney cap: shall be constructed of 18ga. minimum galvanized steel with cast aluminum cap and 3/4" aluminum mesh. Damper lid to operate within stationary cap. Sealing gasket to be of silicon rubber. B. Damper Kit: handle with 32'0" min. stainless steel cable with spring loaded action and associated hardware, sealant. C. Fresh Air Supply Vent: polystyrene internal and external grilles and tubular wall - sleeve PART 3 - EXECUTION 3.01 INSTALLATION A. Where chimney modifications are specified, provide a manually operated damper with cap, at the top of the flue suitable for installation in existing construction. New units shall be operated with a manual handle allowing the damper to close tightly against the frame. Damper shall have variable settings and be complete with all cabling and gaskets. Dampers C00569C10 10300 Pagel King County International Airport Section 10300 Residential Aircraft Noise Remedy Improvements Fireplace and Chimney Modifications will not be installed on wood stoves, zero clearance fireplaces, freestanding fireplaces, inserts, and fireplaces with any gas burning devices. B. Secure, in an open position, any existing manually operated damper. Existing damper shall be secured in a manner that will allow it to be put back into operation. C. Install chimney damper and cap per manufacturer's instructions and recommendations. D. Provide new combustion air intake by means of fresh air supply vent in vicinity of all fireplaces, inserts and wood burning stoves if none presently exists. 3.02 INSPECTION A. Ensure chimney cap is UL listed for fireplace prior to installation. B. The damper shall be secured and fit firmly to the top of the chimney. C. A visual inspection from the roof is an appropriate means of determining a secure fit. D. In the event that access to the roof is not available a visual inspection from inside the fireplace box should provide no light observed entering the top of the chimney when the cable has been pulled tight and fastened in place. E. When pulling the cable to secure it in the "shut" position, this cable should be taut. F. When releasing the cable from the "shut' position there should be mild action in the cable from the spring that allows for the damper to stay in the "open" position. G. After installation of the damper, severe weather may impact the performance of the fireplace. END OF SECTION C00569C10 10300 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 12510 FURNISHINGS PART 1 GENERAL Section 12510 Furnishings 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Terms and Conditions and Division I Specification Sections, apply to this Section. 1.02 SUMMARY A. Work in this section includes miscellaneous carpentry: 1. Residential mail boxes B. Related Sections include the following: 1. For warranty requirements, see Section 01740 Warranty. 1.04 DESCRIPTION A. Mailboxes: Exterior heavy gauge aluminum wall mounted lockable security mailbox with mail flap. 1.05 SUBMITTALS A. Mailboxes: Submit product data illustrating materials, model number, finish, and manufacturer's full color range available. 1.06 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section. 1.07 WARRANTY A. Mailboxes: submit standard 1 year warranty against defects in materials and workmanship. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Division 01. B. Deliver product wrapped and crated by manufacturer in a manner to prevent damage to components or marring of surfaces. C. Store in a clean, dry area, laid flat and blocked off ground to prevent damage, breakage or rusting. PART 2 PRODUCTS 2.01 MANUFACTURERS C00569C10 12510 Page King County International Airport Residential Aircraft Noise Remedy Improvements A. Mailboxes: 1. Gibraltar Industries, model, MSK0000 (black or white) 2. Salisbury Industries, 4700 Series 3. Or approved equal. 2.02 MATERIALS A. Mailboxes: 1. Dimensions: 16.75 "w X 13.25" ht X 8.38" d 2. Weight: 11.381bs 3. Finish: Brushed Aluminum, rustproof 4. Lock: cam lock 5. Keys: 2 sets 6. Mounting: wall mount between 48 " -54" A.F.F. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that openings and/or surfaces are ready to receive the work. B. Do not commence installation until field measurements are confirmed. C. Ensure structural supports are correctly placed. D. Start of installation means installer accepts existing surfaces. 3.02 INSTALLATION A. Install per manufacturer's instructions. 3.05 CLEANING A. Clean work under provisions of 01710. END OF SECTION Section 12510 Furnishings C00569C10 12510 Page 2 King County International Airport Index to Mechanical Specifications Residential Aircraft Noise Remedy Improvements INDEX TO MECHANICAL SPECIFICATION SECTIONS PART 1- GENERAL 1.01 INDEX OF MECHANICAL SPECIFICATIONS 15010 Basic Mechanical Requirements 3 15050 Basic Materials and Methods 4 15062 Natural Gas Piping 2 15200 Mechanical Insulation 4 15800 Heating, Ventilation and Air Handling Equipment 3 15880 Air Distribution 6 15950 Controls 2 15990 Testing, Adjusting, Balancing 4 END OF INDEX TO MECHANICAL SPECIFICATIONS C00569C10 Index to Architectural Specifications Page 1 King County International Airport Section 15010 Residential Aircraft Noise Remedy Improvements Basic Mechanical Requirements 1.06 TESTING AND DEMONSTRATION A. Demonstrate that all equipment operates as indicated and in accordance with manufacturer's recommendations. Perform tests in the presence of the Project Representative; give notice prior to test. Provide all instruments and personnel required to conduct the tests. 1.07 OPERATIONS AND MAINTENANCE MANUALS A. Refer to divisions 0 and 1. 1.08 INSTRUCTION PERIODS A. Description: Following installation of all mechanical equipment and prior to acceptance of the mechanical work, conduct demonstrations and instruction periods to point out locations of servicing points and required points of maintenance to Property Manager or Property Owner. B. Scheduling of Instruction Periods: Provide notice of readiness to conduct such instruction and demonstration to Project Representative prior to the instruction periods 1.09 PUNCH LISTS A. Refer to divisions 0 and 1. 1.10 WARRANTEE A. Refer to divisions 0. END OF SECTION C00569C10 15010 Page 3 King County International Airport Section 15010 Residential Aircraft Noise Remedy Improvements Basic Mechanical Requirements SECTION 15010 BASIC MECHANICAL REQUIREMENTS PART 1 GENERAL 1.01 WORK INCLUDED A. Work includes the following: Provide all materials, equipment, labor, supervision, tools and items necessary for the construction, installation, connection, testing and operation of all mechanical work for this project. B. For Closeout Procedures also see Division 1. In case of conflict the most stringent specification, as determined by Project Representative, applies. 1.02 DEFINITIONS AND ABBREVIATIONS A. The word "provide ", as used in these specifications, means "furnish and install ". B. The word "accepted ", as used in these specifications, means the acceptance of the Work by Project Representative. C. Abbreviations: ANSI American National Standards Institute ASHRAE American Society of Heating, Refrigerating & Air Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWS American Welding Society CISPI Cast Iron Soil Pipe Institute F Fahrenheit FM Factory Mutual Engineering Corporation HI Hydraulic Institute IBC International Building Code IMC International Mechanical Code IRC International Residential Code MSS Manufacturers' Standardization Society of the Valve and Fittings Industry, Inc. NEC National Electric Code NEMA National Electrical Manufacturer's Association NFPA National Fire Protection Association NSF National Sanitation Foundation OSHA Occupational Safety and Health Administration Product Materials and Equipment Provide Furnish and Install psi Pounds per square inch psig Pounds per square inch gauge pressure SMACNA Sheet Metal and Air- Conditioning Contractors' National Association SEC Seattle Energy Code SBC Seattle Building Code UL Underwriters' Laboratories, Inc. V Volts C00569C10 15010 Pagel King County Intemational Airport Section 15010 Residential Aircraft Noise Remedy Improvements . Basic Mechanical Requirements UPC Uniform Plumbing Code WAC Washington Administrative Code WSEC Washington State Energy Code WISHA Washington Industrial Safety & Health Act 1. Reference also Division 1 for additional acronyms, definitions and explanations of terms. 2. Some of these abbreviations may not be used. All other abbreviations shall have the definition commonly associated with them by the trade or industry. Confirm the meaning of any unclear or unknown definitions with the Technical Representative before proceeding with any work. 1.03 PLANS AND SPECIFICATIONS A. The mechanical performance specification drawings and specifications are intended to schematically describe the scope of all mechanical work, unless otherwise shown. Provide all materials which are necessary for the proper completion of the installation or operation of the equipment. B. Any questions occurring during bidding or construction shall be resolved by direction in writing from Project Representative. 1.04 LAW AND ORDINANCES A. General 1. All mechanical work specified under this Contract shall be in strict accordance with the latest rules and regulations of all applicable codes at time of Bid. 2. Contractor is not relieved from furnishing and installing work shown or specified which may be beyond requirements of ordinances, laws, regulations, and codes. This work shall be included within the construction contract. B. Approval 1. File necessary plans, prepare documents and obtain necessary approval of governmental departments having jurisdiction and required certificates of inspection for work and deliver same to Project Representative before requesting Final Acceptance and final payment for work. C. Permits, Certificates and Taxes 1. Refer to divisions 0 and 1. 1.05 SAFETY AND PROTECTION A. Safety Measures: Project Representative has not been retained to provide design and construction services relating to the Contractor's safety precautions, or means, methods, techniques, sequences or procedures required for the Contractor to perform his work. The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. B. Head Protection: Where pipe hangers, equipment support angles, etc., are exposed in walkways, or in access ways for any maintenance, cover all such potentially injurious protrusions less than 7' 2" above the floor with padding; secure and permanently fasten, and fmish to match adjacent fmishes. C00569C10 15010 Page 2 • King County International Airport Section 15050 Residential Aircraft Noise Remedy Improvements Basic Mechanical Materials and Methods SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS PART 1 GENERAL 1.01 WORK INCLUDED A. Work includes motors, control equipment, support appurtenances, seismic restraint, identification, and balancing work. B. Contract requirements of the General Terms and Conditions and Division 1 apply to all work in this section. 1.02 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable City, County, and State codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. B. Basis: Latest version of the following: Seattle Building Code, Uniform Plumbing Code; Seattle Mechanical Code and local amendments to the same. The codes are used as the basis for design throughout these documents. 1.03 SUBMITTALS A. General: Submit in accordance with Division 1 and the following. B. Product Data: Control equipment. C. Test Reports: Balancing Work. PART 2 PRODUCTS 2.01 GENERAL A. Comply with "Quality Assurance" provisions, Specifications, and Manufacturers' Data. Where these may be in conflict, the more stringent requirements govern. 2.02 DISCONNECT SWITCHES A. General: The contractor is responsible for providing disconnect switched for the blending unit ventilators, whole house fans and other mechanically installed electrical equipment. B. Enclosures: All disconnects shall be contained in an enclosure suitable for the environment in which the disconnect is mounted. Enclosures shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. C. Approved Manufacturers: Square D, General Electric, Allan Bradley or approved. 2.03 ELECTRICAL ENCLOSURES C00569C10 15050 Page 1 King County International Airport Section 15050 Residential Aircraft Noise Remedy Improvements Basic Mechanical Materials and Methods A. All electrical equipment shall be contained in an enclosure suitable for the environment where mounted. Enclosures shall be NEMA 3R where exposed to the weather or moisture. Other enclosures shall be per code or as noted. See Electrical Specification 16000 for additional information. 2.04 SUPPLEMENTARY STEEL FRAMING A. Standard structural steel shapes or Schedule 40 steel pipe, galvanized with extra -heavy finish. 2.05 SLEEVES A. Materials, General 1. Schedule 40 galvanized steel pipe with unthreaded ends, or standard structural steel shapes. 2.06 FIRE STOPPING A. Firestopping: Three -hour rated penetration sealing system per UL 1479 and ASTM E -814. 3M Fire Barrier, Dow Chemical RTV, Manville Cerafiber, or accepted. 2.07 PAINTING A. Paint all exposed fixtures and equipment. Coordinate color with Project Representative. Refer to Section 09900 of the Design Documents for paint and application requirements. 2.08 UNDERWRITERS' LABORATORY, INC. (UL) LISTED EQUIPMENT A. Whenever UL Standards exist for equipment with electrical components, provide UL- accepted equipment bearing the UL label. Otherwise provide equipment certified in writing by the manufacturer as complying with UL Standards for similar items to the satisfaction of the governing agencies. PART 3 EXECUTION 3.01 INSPECTION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Field Measurements: Field -verify locations of new and existing work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.03 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, Specifications, and manufacturers' written installation instructions and directions. Where these may be in conflict, the more - stringent requirements govern. C00569C10 15050 Page 2 King County International Airport Section 15050 Residential Aircraft Noise Remedy Improvements Basic Mechanical Materials and Methods 3.04 CLEANING A. Promptly remove waste material and rubbish caused by mechanical construction work. At completion of the project, clean all equipment, piping and fixtures installed or provided under this Contract. 3.05 CUTTING AND PATCHING A. Cut all openings and holes required for mechanical work. Carefully examine existing conditions prior to commencing work. 3.06 ACCESSIBILITY A. Locate dampers, controls, etc., to be easily accessible. B. Install all equipment which requires periodic servicing or repairs to be readily accessible. Otherwise, obtain Project Representatives approval of location. C. Provide access panels as indicated or required for equipment access. Refer to Architectural Documents to determine fire rating, size and other requirements. Minimum access panel size shall be 12" x 12 ". 3.07 SPECIAL PROTECTION A. Exercise maximum precaution to provide positive protection for the existing building and equipment from damage of any kind, and in particular prevent any water and dust seepage into the existing building. B. Storage of materials: Make all necessary provisions to prevent damage or corrosion of materials. 3.08 EQUIPMENT INSTALLATION A. General 1. Provide supports for all equipment, ductwork, piping, and appurtenances as required, including braces as required for seismic restraint; these include frames or supports for pumps and airhandlers and all mechanical equipment. Bracing shall conform to the requirements of IBC and IMC. Sizing and installation of these members is the responsibility of the Contractor. Provide seismic bracing and attachments as required by code. B. Suspended Equipment 1. Provide hangers from structure as required; span between structural members with additional structural steel as required to mount equipment in locations shown. Sizing and installation of these members is the responsibility of the Contractor. 3.09 FIRE STOPPING A. Provide firestop whenever penetrating roofs, floors or walls by 3M or accepted equal. C00569C10 15050 Page 3 King County International Airport Section 15050 Residential Aircraft Noise Remedy Improvements Basic Mechanical Materials and Methods 3.10 PAINTING A. General 1. Paint exposed equipment, piping, sheet metal work and mechanical system appurtenances as required by 09900 of the Architectural Technical Documents. B. Application 1. Thoroughly clean surfaces to be painted to remove dirt, grease and scale. Wash galvanized surfaces with mild solution of acid prior to painting to effectively clean oils from surface and to etch zinc. 2. Paint insulated surfaces and covered piping with one primer coat and two finish coats. 3. Paint exposed equipment, pipes and supports with one primer coat and two finish coats. Equipment painted at the factory with lacquer or enamel need not be painted; touch up damaged areas with paint to match factory color. 4. Paint the supporting devices for mechanical devices or systems specified to be painted. 3.11 BALANCING WORK A. General: Provide balancing and testing work; work shall be performed hereunder. Coordinate with Section 15990. B. Work by the Contractor 1. Operate the mechanical systems and be responsible for all equipment until the balancing and testing is complete. Before balancing and testing commences, check all rotating equipment for proper rotation and lubricate per the manufacturers' recommendations. 2. Before balancing and testing commences, operate all pumps and auxiliary equipment for a minimum of one hour. During this period, check out and calibrate all control components under operating service. C. Work Coordinated with Project Representative 1. Perform balancing and testing in accordance with AABC or NEBB standard publications and standard industry practice. 3.12 WIRING A. Wiring shall conform to applicable sections of these specifications. Provide wiring from the panel to the disconnect switch. Provide wiring from the thermostat to the furnace. Provide wiring from the motor operated damper to the furnace as required. Arrange and pay for all necessary permits. Perform wiring in accordance with the Electrical Technical Specifications. Coordinate other power and control wiring with the Electrical Technical Specifications. Provide overload elements in controllers sized to match motor nameplate full load amperes. Space within controllers shall not be used as a junction box. END OF SECTION C00569C10 15050 Page 4 King County International Airport Section 15062 Residential Aircraft Noise Remedy Improvements Natural Gas Piping SECTION 15062 NATURAL GAS PIPING PART 1 GENERAL 1.01 WORK INCLUDED A. Work includes natural gas piping and associated appurtenances. 1.02 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable City, County, and State codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. B. Basis: Latest version of the following: Seattle Building Code, Uniform Plumbing Code; Seattle Mechanical Code and local amendments to the same. The codes are used as the basis for design throughout these documents. 1.03 SUBMITTALS A. General: Submit in accordance with Division 1 and the following. 1. Product Data: a. Pipe and Fittings b. Valves c. Gaskets PART 2 PRODUCTS 2.01 NATURAL GAS PIPING A. Pipe: Schedule 40 Black steel, ASTM A120 or A53, seamless. B. Fittings, low pressure piping, 7 to 14 inches water: Screwed fittings, malleable iron, for piping 1 -1/2" and smaller, except concealed piping. Steel socket welded fittings for piping 1- 1 /2" and smaller where concealed. Steel butt welded fittings, for piping 2" and larger. C. Fittings, medium pressure piping, to 2 pound: Steel socket welded fittings for piping 1 -1/2 ". Steel butt welded fittings, for piping 2" and larger. D. Unions: 1. 150- pound, black malleable iron, screwed, ASTM A197. 2. Piping less than 2 ": Heavy duty ground joint type. 3. Piping 2" and greater: Heavy duty flanged type. PART 3 EXECUTION 3.01 INSPECTION C00569C10 15062 Page 1 King County International Airport Section 15062 Residential Aircraft Noise Remedy Improvements Natural Gas Piping A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.03 NATURAL GAS PIPING A. Provide all gas piping for complete installation. B. All joints and unions shall be made up from welded or threaded fittings and unions. Threaded unions shall be made with accepted pipe thread fitting sealant material, insoluble in fuel gas and applied to the male threads only. All directional changes shall be made with accepted fittings. END OF SECTION C00569C10 15062 Page 2 King County Intemational Airport Section 15200 Residential Aircraft Noise Remedy Improvements Mechanical Insulation SECTION 15200 MECHANICAL INSULATION PART 1 GENERAL 1.01 WORK INCLUDED A. Work includes insulation for ductwork installed under this contract. 1.02 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable City, County, and State codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. B. Basis: Seattle Building Code; Uniform Plumbing Code; Seattle Mechanical Code; Seattle Energy Code. 1.03 SUBMITTALS A. General: Submit in accordance with Division 1 and Section 15010 and the following. B. Product Data: Insulation, Insulation Covers; Inserts. 1.04 APPLICABLE PUBLICATIONS (MOST RECENT EDITIONS) A. American Society for Testing and Materials (ASTM) Standards: 1. E84 Surface Burning Characteristics of Building Materials 2. E96 Test for Water Vapor Transmission of Materials B. National Fire Protection Association (NFPA) Standards: 1. 90A Air Conditioning and Ventilating Systems 2. 255 Building Materials, Tests of Surface Burning Characteristics C. Underwriters' Laboratories, Inc. (UL) Publications: 1. 723 Hazard Classification of Building Materials 1.05 DEFINITIONS AND ABBREVIATIONS USED IN THIS SECTION A. Definitions 1. "Exposed" is work exposed to the view of occupants in normally occupied areas and in equipment rooms. 2. "Concealed" is work located in ceiling spaces, chases and other locations not exposed to view. B. Abbreviations ASJ All- Service Jacket FSK Foil - Scrim -Kraft Jacket K Thermal Conductivity, BTU per hour per square foot per degree F for each inch of thickness. C00569C10 15200 Page 1 King County International Airport Section 15200 Residential Aircraft Noise Remedy Improvements Mechanical Insulation PCF Pound per cubic foot density Perm Water vapor transmission rate (permeability) SSL Self - Sealing Lap 1.06 SURFACE BURNING CHARACTERISTICS A. Provide composite or component ratings per NFPA 255, ASTM E84, or UL 723, as follows: Fiberglass Insulation, flame spread 25, smoke developed 50. B. Composite includes insulation, jacketing and adhesive used to secure jacketing or facing. C. Components include PVC jacketing and fittings, adhesive, mastic, cement, tape and cloth. 1.07 MINIMUM INSULATION THICKNESS' A. Provide insulation thickness as scheduled. B. Refer to the Seattle Energy Code for insulation requirements. PART 2 PRODUCTS 2.01 GENERAL A. Comply with "Quality Assurance" provisions, Specifications, and manufacturers' data. Where these may be in conflict, the more stringent requirements govern. 2.02 ACCEPTABLE MANUFACTURERS A. Fiberglass: Owens-Corning; Knauf; Certainteed; Johns Manville or approved equal. B. Flexible Elastomeric: Armstrong, Rubatex or approved equal. 2.03 DUCT INSULATION A. General: Coordinate with the duct installation work. B. Fiberglass blanket: Base Product: Owens - Corning Fiberglass type with FRK vapor barrier jacket. Thermal conductivity not greater than 0.23 at a mean temperature of 75 degrees F. Accepted Alternative Products: Manville, Knauf, Certainteed or approved equal. 2.04 ADHESIVES, CEMENTS AND FINISHES A. Insulation Cement: Manville No. 460, or accepted equal, mineral wool based insulating cement with good adhesion to cold surfaces and rated to 1800 degree F. B. Lagging Adhesive: Arabol E1658E, Foster 30 -36, or approved equal, thinned per manufacturer's instructions. C. Vapor Barrier coating: Non - flammable, fire - resistant, polymeric resin, compatible with insulation. D. Spray Mastic: Insulcoustic 551, Foster 35 -01, or approved equal. C00569C10 15200 Page 2 King County Intemational Airport Section 15200 Residential Aircraft Noise Remedy Improvements Mechanical Insulation E. Glass Cloth: Twinberg -Miller "Glasfab" No. 2020 -X, Foster "Mast -a- Fab ", or approved equal. F. Bonding Adhesive: Foster 85 -17 or approved equal. PART 3 EXECUTION 3.01 INSPECTION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Install insulation and related equipment in accordance with the manufacturers written instructions. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Field Measurements: Field -verify locations of new and existing work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.03 INSTALLATION, APPLICATION, ERECTION AND PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, Specifications, and manufacturers' installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.04 TIME OF APPLICATION A. Apply insulation only after duct systems have been tested and certified by the Project Representative as ready for insulation. If insulation is applied prior to testing, necessary removals, repairs and modifications to insulation due to leaks that may occur in duct systems shall be made without additional cost to the Owner. 3.05 EXTENT OF INSULATION A. Insulate all ductwork installed under this contract completely, except as indicated. 3.06 INSTALLATION, GENERAL A. Apply in a workmanlike manner, by skilled workmen regularly engaged in this type of work. B. Apply to clean and dry surfaces. C. On cold surfaces, apply with continuous, unbroken moisture and vapor seal. Insulate and vapor seal all hangers, supports, anchors, and other projections that are secured to cold surfaces, to prevent condensation. D. Extend all surface finishes to protect all raw edges, ends, and surfaces of insulation. E. Install duct insulation continuous through walls, ceilings, and floor openings and sleeves, except where firestop or firesafmg materials are required. C00569C10 15200 Page 3 King County International Airport Section 15200 Residential Aircraft Noise Remedy Improvements Mechanical Insulation F. Install with all joints tightly butted. G. Tuck and tuft all edges of insulation. H. Install insulation to allow easy access to equipment for inspection and repairs. I. Carefully bevel and seal insulation around equipment nameplates. 3.07 DUCTWORK A. Extent of Insulation: Insulate all ductwork as specified. B. Application 1. Adhesive: Apply adhesive in strips to the sheetmetal, as recommended by the manufacturer, with 100 percent coverage to bottom horizontal duct and plenum surfaces. 2. Pins: Apply welded pins on the duct surfaces on minimum 24 inch centers in each dimension. 3. Insulation: Install insulation to all duct surfaces with insulation and jacket impaled on the pins and with tightly fitted transverse and longitudinal butt joints. 4. Jackets: Install insulation jacket with all jacket joints lapped 2 inches, lap stapled on 6 inch centers. Seal jacket lap with a vapor barrier adhesive recommended by the insulation manufacturer. Use adhesive to seal the entire surface of all laps and also stapled areas. Repair all small punctures and holes with insulation adhesive. 5. Washers: Install washers flush with the jacket and trim pins flush with the washers. 3.08 FINISHES A. Vapor Barrier: Apply two coats of the vapor barrier coating over all surfaces and lagging not covered with continuous vapor barrier jackets. Fill all joints, cracks, seams and depressions, and apply additional lagging as necessary to form smooth continuous surfaces. END OF SECTION C00569C10 15200 Page 4 King County International Airport Section 15800 Residential Aircraft Noise Remedy Improvements Heating, Ventilation and Air Handling Equipment SECTION 15800 HEATING, VENTILATION AND AIR HANDLING EQUIPMENT PART 1 GENERAL 1.01 USE OF DOCUMENTS A. All information contained in Section 15010, Mechanical General Provisions, apply to this section. 1.02 DESCRIPTION A. General 1. Work includes all air handling equipment, including all products, material, equipment, and installation. Provide all air handling equipment as required by the mechanical system design, the specifications, and/or the Contract Documents. Provide a complete and operable system. Coordinate electrical requirements of all equipment furnished hereunder with the Subcontractor, Electrical Technical Specifications, and the Subcontractor. B. Work Included 1. Blending Unit Ventilators (BV -). 2. Booster Fans (BF -). C. Related Sections 1. Division 1 2. Section 15050 Basic Materials and Methods. 3. Electrical Technical Specifications. D. Code 1. All work shall be installed in accordance with Seattle Mechanical Code, Seattle Building Code, Seattle Energy Code and all local codes. Refer to Specification Section 15010. All assemblies shall be UL listed. E. Standards 1. AMCA Testing Standard 210. 2. Testing and Rating Code for Finned Tube Commercial Radiation: IBR 1966. 3. Advanced Installation Guide for Hydronic Heating Systems: IBR 250, 2nd Edition. F. Abbreviations AMCA Air Moving and Conditioning Association ADC Air Diffusion Council ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers UL Underwriters Laboratories 1.03 SUBMITTALS A. Provide submittal information in accordance with the Division 1 requirements. Provide submittal information for all equipment items specified including but not limited to the following: C00569C10 15800 Pagel King County International Airport Section 15800 Residential Aircraft Noise Remedy Improvements Heating, Ventilation and Air Handling Equipment 1. Blending Unit Ventilators 2. Booster Fans 1.04 QUALITY ASSURANCE A. Comply with the requirements of Section 15010. PART 2 PRODUCTS 2.01 BLENDING UNIT VENTILATORS (BV -) A. The fan shall be designed in a modular fashion with a rectangular duct fan in the base unit. The casing shall have multi -port intake and discharge modules that are adjustable and may be orientated at the time of installation. B. The fan shall be a quiet backward curved centrifugal blower C. The fans shall have a 115v motor with an energy efficient rating that complies with state and local codes. The fans shall be capable of 100% speed control by solid -state speed controls. The contractor shall verify filter and motor access in the correct orientation prior to ordering. This shall be accomplished by contractor field modifications or by ordering right hand or left hand boxes. D. The air flow shall be adjustable through the use of "Constant Airflow Regulators" (CARs) at each takeoff. The CARs shall be a silicone bulb that acts as a variable flow damper by inflating and deflating according to static air pressure. The silicone bulb shall have a life of a minimum of 20 years. E. The fans shall be supplied with the standard filter section. F. The Blending Unit Ventilators shall be provided with speed controller, KB Electronics, Inc KBWC or approved equal. Coordinate location of switches with Architect. G. Refer to the Electrical Technical Documents for Timer Switches. H. Basis Of Design: American Aides BVS 200 unless specifically stated otherwise. 2.02 BOOSTER FANS (BF -) A. In -line Booster Fan 1. Fans shall be of the arrangement and configuration indicated on the contract documents. 2. In -line Fan with motor fan and drive all installed within insulated galvanized sheetmetal cabinet, with integral backdraft damper. Direct drive motor /fan combination, isolated from sheetmetal cabinet by neoprene grommets. 3. Basis of design: Greenheck SQ or approved equal. 2.03 DISCONNECTS A. Provide disconnects for each equipment item specified herein in accordance with the requirements of Section 15050. PART 3 EXECUTION C00569C10 15800 Page 2 King County International Airport Section 15800 Residential Aircraft Noise Remedy Improvements Heating, Ventilation and Air Handling Equipment 3.01 EXAMINATION A. Verify conditions, including defects or errors which would cause defective installation/application of products or cause latent defects in workmanship or function. 3.02 INSTALLATION A. Install in accordance with manufacturer's written recommendations and as specified. Furnish all required materials, accessories, appurtenances and work required to support or suspend equipment. Install equipment with associated ductwork and piping to permit access to doors and panels as required for periodic maintenance. 3.03 LOCATION AND SIZE A. The equipment scheduled on the drawings is selected and configured to fit in the mechanical space available. Insure that substitute equipment will fit without change in function or quality. The unit shall be installed in such a way that the filter and motor access is provided per the manufacturers written instructions. Cost of all materials and work to accommodate substitute equipment is the sole responsibility of the Contractor. Coordinate unit locations with Architect. 3.04 AIR MOVING EQUIPMENT A. Furnish and install complete all duct and control connections required. END OF SECTION C00569C10 15800 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 15880 AIR DISTRIBUTION Section 15880 Air Distribution PART 1 GENERAL 1.01 WORK INCLUDED A. Work includes sheetmetal work and related components. B. Contract requirements of the General Terms and Conditions, and Division 1 apply to all work in this Section. 1.02 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with all applicable City, County and State Codes and Ordinances and local amendments to Codes and Ordinances. In case of conflict with drawings or specifications, the Codes and Ordinances govern. 2. Basis: Seattle Building Code; Uniform Plumbing Code; Seattle Mechanical Code; NFPA 90A. 1.03 SUBMITTALS A. General: Submit in accordance with Division 1 and the following. B. Coordinated ductwork shop drawings for the building. Prepare shop drawings on backgrounds provided by the Technical Representative coordinated with steel, plumbing, piping and electrical. C. Product Data: 1. Ductwork 2. Flexible ductwork 3. Dampers 4. Motor Operated Dampers and Actuators 5. Grilles and Diffusers 6. Wall Caps PART 2 PRODUCTS 2.01 GENERAL A. Comply with "Quality Assurance" provisions, Specifications and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 2.02 ACCEPTABLE MANUFACTURERS A. Listed manufacturers with products equivalent to specific product indicated (if any) are acceptable. B. Non - listed manufacturers may be considered in accordance with Division 0 and 1. C00569C10 15880 Page 1 King County International Airport Residential Aircraft Noise Remedy Improvements 2.03 SHEETMETAL WORK (AS APPLICABLE) Section 15880 Air Distribution A. Duct Construction: Comply with SMACNA HVAC Duct Construction Standards, Metal and Flexible; galvanized steel. B. Ductwork; Low Pressure: Less than 2" static pressure w.g. and 1500 FPM velocity. Includes variable air volume unit supply, return, exhaust and relief air ductwork, as applicable. Construct in accordance with SMACNA HVAC Duct Construction Standards as follows: 1. Rectangular duct: Table 1 -6, 1" w.g. static pressure, positive or negative. 2. Round duct and flat oval duct: Table 3 -2, 1" w.g. static pressure, positive or negative. C. Gauge for ductwork and fittings not described above, or other wise indicated: Maximum Size, Inches Rectangular Ducts: Up to 12 13 to 30 Round Ducts: Up to 13 14 to 22 Minimum Gauge 26 24 24 22 D. Fabricate fan plenums, plenums downstream of fan, and hoods in accordance with the most stringent of the minimum gauge requirements as recommended by ASHRAE, SMACNA or tabulated above. Substitute the maximum dimension of fitting or device for diameter to determine gauge. E. Sheetmetal Connections To Building Construction: Use steel angles, riveted to the sheetmetal and bolted, using embedded bolts to the building surface with compressible glass fiber under the angle; angle size same as for bracing, except 1" X 1" X 1/8" minimum. F. Access Doors and Frames: 1. Refer to the Architectural Technical Documents. 2.04 FASTENERS A. General: Use blind rivets, sheetmetal screws, or bolted connections where required by SMACNA for attachment purposes for sheetmetal. Sheetmetal screws and rivets shall be of the minimum length required for a secure fastening. B. For all ductwork, grilles, and accessories exposed to view in finished rooms, provide finish type fasteners. 1. Permanent Work: Blind and stainless steel pop rivets. 2. Removable Items and Grilles: Stainless steel pan head or countersunk tapping screws. 2.05 VOLUME DAMPERS AND QUADRANTS (LEVERS) — (AS APPLICABLE) A. Construction: Provide dampers in accordance with SMACNA HVAC Duct Construction Standards. B. Volume Dampers: 16 Ga. Steel; blade: steel, maximum blade width 6 ". Blades shall be equipped with extruded vinyl edge seals and compressible aluminum jamb seals. Blade action C00569C10 15880 Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements Section 15880 Air Distribution shall be opposed. Linkage shall be concealed in frames. Bearings shall be the molded synthetic type. Axles shall be plated steel hex bars. Greenheck Model VCD -15 or approved equal. C. Quadrants Where Ducts Are Accessible through suspended ceilings. 1. Acceptable Manufacturers: Duro -Dyne, Young, Ventfabrics, catalog numbers listed are Duro -Dyne. 2. For Blades with Maximum Dimension Under 10 Inches: Catalog No. KS -145, dial regulator with locking nut, round end spring -in bearing and square end damper bearing. 3. For Blades With a Maximum Dimension 10 Inches to 20 Inches: Catalog No. KSR -195, dial regulator with locking nut, round end spring -in bearing, and square end bearing. 4. For Blades With a Maximum Dimension Over 20 Inches: Catalog No. 12, damper quadrant with 1/2 inch size damper bearings. D. Quadrants Where Ducts Are Not Accessible or concealed above hard ceilings: Flush mounting concealed type, Ventfabrics Catalog Type 66, or Young Regulator No. 301 Series or approved equal. 2.06 CONTROL DAMPERS, MOTOR ACTUATED (FURNACE) A. General: Where motorized dampers are required, provide damper assemblies as described herein. Frame: 16 Ga. Steel; blade: steel, maximum blade width 6 ". Blades shall be equipped with extruded vinyl edge seals and compressible aluminum jamb seals. Blade action shall be opposed. Linkage shall be concealed in frames. Bearings shall be the molded synthetic type. Axles shall be plated steel hex bars. Greenheck Model VCD -15 or approved equal. B. Actuators: Damper actuators shall be 24 volt, powered closed, spring open, and shall have torque sufficient to operate dampers under design operating conditions. Interlock damper to open when furnace is enabled and close when furnace is disabled. Damper shall fail open. Honeywell or accepted. 2.07 HANGERS FOR SHEETMETAL WORK A. Description: Provide hangers, supports and anchor bolts for all sheetmetal work and equipment. B. Duct Sizes: Refer to maximum cross - section dimension, at location of hangers. C. Horizontal Low Pressure Ducts: 1. Concealed Ducts Under 36" Width: Galvanized straps running down the side and turning under the bottom, attached with rivets. 2. Exposed Ducts Under 36" Width: 1/4" rods, one on each side at each point of suspension, end of the rod flattened and riveted at the top. 3. Spacing: 8 fleet maximum, in general; 4 feet maximum for ducts 38" maximum size and larger. D. Horizontal Medium Pressure Ducts 1. Round Ducts 10 inches and smaller: 1 inch by 18 gauge encircling strap, wrapped around ducts and extended to structure. C00569C10 15880 Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements Section 15880 Air Distribution 2. Rectangular Ducts: Same as round ducts listed above, applied to the maximum dimension, except provide two -rod suspension at each of support secured to the duct reinforcing or a separate trapeze type hanger. E. Vertical Ducts: Angles riveted to the sides, in pairs; size same as bracing; 1" X 1" X 1/8" minimum. In shafts, provide supplementary steel angles or saddles at each floor, to distribute loads from bracing angles or channels, to the steel supports for the gratings and walkways and to the slabs. 2.08 FLEXIBLE DUCTWORK (BLENDING UNITS ONLY) A. Insulated type, 1 -1/4" thick fiber glass bonded to vinyl coated spring steel helix. Outer jacket shall be reinforced mylar /neoprene laminate reinforced with fiber glass scrim. Provide supplemental duct insulation with vapor barrior as required to meet the Washington State Energy Code. Thermoflex Type M -KC or approved equal. B. Flexible ductwork is only approved for use with blending air units. Flexible ductwork is not allowed on furnace systems. 2.09 FLEXIBLE CONNECTIONS A. Flexible fire retardant material. Durolon or accepted equivalent. Fasten between rotating equipment and ductwork with rivets and sheetmetal collars. 2.10 DIFFUSERS, REGISTERS, GRILLES AND LOUVERS A. General: Provide air diffusion devices, including grilles, register and diffusers as specified herein and indicated by the contract documents. B. Diffusers, register and grilles: Coordinate color and finish with Architect. Diffusers shall conform to the schedules shown on the contract documents. Bird screens shall be made of a galvanized steel meshed. C. Coordinate location, ceiling frame type and fire rating requirement with the Drawings and Division 1. D. Basis of design: As scheduled (American Aldes, Price). E. At exterior outside air intake louver, apply acoustical damping to interior faces. 1. Manufacturers a. MDC -10, Mason Industries b. Vibrasorb -A, E.N. Murray Company Inc. c. Substitutions under provisions of Division 1. 2.11 WALL CAPS A. Provide wall caps with backdraft damper and bird screen. Provide as schedule or approved equal. PART 3 EXECUTION 3.01 INSPECTION C00569C10 15880 Page 4 King County International Airport Residential Aircraft Noise Remedy Improvements Section 15880 Air Distribution A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.03 CLEANING AND ADJUSTING A. Plenums and casings shall be thoroughly cleaned of all debris and blown free of all small particles of rubbish and dust before installing and making final duct connections. Equipment shall be wiped clean, with all traces of oil, dust, dirt or paint spots removed. Temporary filters shall be provided for all fans that are operated during construction, and after construction dirt has been removed from the building, new filters shall be installed. Bearings shall be properly lubricated with oil and grease as recommended by the manufacturer. Belts shall be tightened to proper tension. All controls and other miscellaneous equipment requiring adjustment shall be adjusted to setting indicated or directed. Fans shall be adjusted to the speed indicated by the manufacturer to meet specified conditions, ready for air balancing. 3.04 INSTALLATION, APPLICATION, ERECTION AND PERFORMANCE A. Install, apply, erect and perform the work in accordance with "Quality Assurance" provisions, Specifications, and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. B. Ductwork: All ductwork shall be installed in workmanlike manner, by craftsmen with at least five years of experience in the sheet metal trade. Fabrications, fittings, joints, take -offs, attachment to sheetmetal work, turning vanes, dampers and sealing shall be in accordance with the requirements of SMACNA HVAC Duct Construction Standards and as indicated. C. Offsets: The drawings do not show all offsets which may be required. Make offsets with fittings with as small an angle of offset as possible; do not use square comers unless specifically shown; when square corners are used, install turning vanes. D. Access Doors: Provide at each duct smoke detector, motor - operated damper, plenum, fire damper, or at other points requiring maintenance access. E. Flexible Connections: Provide at all fans except internally isolated equipment and air terminal units. 3.05 WIRING Wiring shall conform to applicable sections of these specifications. Provide wiring from the motor operated damper to the furnace as required. Arrange and pay for all necessary permits. Perform wiring in accordance with the Electrical Technical Specifications. Coordinate other power and control wiring with the Electrical Technical Specifications. C00569C10 15880 Page 5 King County International Airport Residential Aircraft Noise Remedy Improvements 3.06 LOCATION OF DIFFUSERS AND GRILLES Section 15880 Air Distribution A. Location: Locate per Architectural drawings in areas with finished ceilings, otherwise where shown. B. Verification: Verify that ceiling diffuser and grille frames match ceiling type and fmish prior to ordering. 3.07 VOLUME DAMPERS (AS APPLICABLE) A. Provision: Dampers are not shown generally; include a damper in the duct to each supply or exhaust opening. B. Location: Provide dampers in accessible locations; where possible, arrange with the axis of the blade in the long dimension; locate as far from the outlet as possible. 3.08 FLEXIBLE DUCTWORK A. Install with a minimum bend radius equal to the duct diameter plus 6 ". 3.09 PRESSURE TESTING FOR LEAKAGE A. Extent: Test ductwork, supply and exhaust. B. Test Procedures: 1. Test ductwork before insulation is installed (as applicable). 2. Test for audible leaks as follows: a. Survey all joints for leaks. b. Turn on Blending unit and test ductwork for audible leaks. Review balance reports and apply "reasonableness" test to make sure that numbers seem correct. c. If balancing numbers or running test disclose leaks, repair all leaks after all ducts in the unit are inspected. d. Repeat the process until no audible or visual leaks are found. END OF SECTION C00569C10 15880 Page 6 King County International Airport Section 15950 Residential Aircraft Noise Remedy Improvements Direct Digital Control System SECTION 15950 DIRECT DIGITAL CONTROL SYSTEM PART 1 GENERAL 1.01 DESCRIPTION A. This section defines the Basic Materials and Methods used in the installation of a thermostat to control a furnace and outside air motorized damper. B. See division 16 for control of Blending Unit. Coordinate with the Electrical Technical Specifications. 1.02 RELATED DOCUMENTS A. Prospective bidders shall refer to the Contract Documents to become fully familiar with the scope of work, bidding requirements and general provisions of the Contract, including General Terms and Conditions and Supplemental Terms and Conditions and Division 1. 1.03 SUMMARY A. Work Included: 1. Work under this section shall include furnishing all labor, material, tools and equipment necessary for the complete installation of a thermostat and all necessary power and control wiring 1.04 SUBMITTALS A. General: Submit each item in this Paragraph according to the Conditions of the Contract, and Division 1. 1. Product Data for each type of product specified. Include manufacturer's technical Product Data for each control device furnished, indicating dimensions, capacities, performance characteristics, electrical characteristics, finishes of materials, installation instructions, and startup instructions. PART 2 PRODUCTS 2.01 EQUIPMENT AND MATERIALS A. Furnace Thermostat (as applicable): Thermostat shall be electric, 7 day programmable (2 occupied, 2 unoccupied settings), heating, cooling and ventilation with night setback. Affix a label to the controller that reads "Whole House Ventilation (see operating instructions)" per SEC 303.4.2.2. The thermostats shall be capable of executing the sequence of operations below. White Rodgers, Honeywell, Maple Chase, Carrier or equal. 1. Temperature Setpoints (user adjustable): a. Unoccupied Heating: 55 degrees F b. Occupied Heating: 72 degrees F 2. Occupied Conditioning: C00569C10 15950 Page 1 King County International Airport Section 15950 Residential Aircraft Noise Remedy Improvements Direct Digital Control System a. Ventilation: At the time of final inspection, the whole house fan shall operate for at least 8 hours a day, independent of call for heating, to satisfy the Washington State Ventilation and Indoor Air Quality Code, Chapter 3 (controls for whole house ventilation systems shall be capable of operating the ventilation system without energizing other energy - consuming appliances). Coordinate final time setting with Project Representative. b. Heating: Upon a call for heating, activate the natural gas or oil fired furnace section. The furnace will locally stage the heating section through its internal controls as necessary to satisfy the space temperature setpoint. 3. Night Cycle: a. Fan is off and motor operated damper is closed. b. Energize fan and activate either heating or cooling as required to maintain setback temperature. B. Blending Unit Ventilator: Affix a label to the controller that reads "Whole House Ventilation (see operating instructions)" per SEC 303.4.2.2. See the Electrical Technical Specifications. 1. Ventilation: At the time of final inspection, the whole house fan shall operate for at least 8 hours a day, independent of call for heating, to satisfy the Washington State Ventilation and Indoor Air Quality Code, Chapter 3 (controls for whole house ventilation systems shall be capable of operating the ventilation system without energizing other energy - consuming appliances). Coordinate final time setting with Project Representative. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field end devices, and wiring, are installed before proceeding with installation. B. Arrange and pay for line voltage power for all control system equipment and operators required by the Electrical Technical Specifications. 3.02 INSTALLATION A. Install equipment as indicated to comply with manufacturer's written instructions. 3.03 CONTROL WIRING AND CONDUIT A. Conform to the Electrical Technical Specifications requirements, NFPA 70, and all local code requirements. B. All wire in ceiling spaces shall be, neatly bundled, supported per NEC and labeled or color coded. END OF SECTION C00569C10 15950 Page 2 King County International Airport Section 15990 Residential Aircraft Noise Remedy Improvements Testing, Adjusting and Balancing SECTION 15990 TESTING, ADJUSTING AND BALANCING PART 1 GENERAL 1.01 WORK INCLUDED A. Work includes testing, adjusting and balancing of mechanical systems. B. Contract requirements of the General Terms and Conditions, the Supplemental Terms and Conditions and Division 1 apply to all work in this Section. 1.02 OUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with all applicable City, County and State Codes and Ordinances. In case of conflict with drawings or specifications, the Codes and Ordinances govern. 2. Basis: Seattle Building Code; Uniform Plumbing Code, Seattle Mechanical Code, Seattle Residential Code, NFPA -90A. B. Accepted TAB Contractors: 1. Neudorfer Engineers 2. Hardin and Sons 3. American Air Measurement 4. or approved equal 1.03 SUBMITTALS A. General: Submit in accordance with Division 1, Section 15010, and the following. B. Preliminary Data: Submit the following within 30 days after Notice to Proceed: 1. Name of TAB contractor. 2. Individual qualifications of all persons responsible for supervising and performing the work of this project. 3. TAB agenda listing methods and procedures and including blank forms applicable to this project. C. Pre - Balance System Check -Out Report: Prior to commencement of TAB work, contractor shall confirm in writing that equipment and system check -out has been performed. D. Balancing Report: 1. Comply with Division 1 regarding format of TAB report, except title "BALANCING REPORT ". 2. Provide complete Balancing Report as indicated, including the following: a. System Diagrams/Floor Plans. b. Fan Test Reports. c. Air Outlet Test Reports. d. Instrument Calibration Report. C00569C10 15990 Pagel King County International Airport Section 15990 Residential Aircraft Noise Remedy Improvements Testing, Adjusting and Balancing 1.04 SUMMARY OF WORK A. The Balancer shall balance each air outlet to the CFM listed on the documents. 1. Blending Unit Systems: Make adjustments to the Blending Air CARR balancing system and volume dampers as necessary to achieve CFM listed. Measure the air at each grille. 2. Furnace Systems: Verify that the motor operated damper opens 100% when operating and closes 100% when the not operating. Measure the air at the exterior louver to document that it achieves the listed CFM. 1.05 SEQUENCING /SCHEDULING A. Phase in properly with Project Representative reviewed/accepted Construction Schedule. PART 2 PRODUCTS 2.01 GENERAL A. Comply with "Quality Assurance" provisions, Specifications and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 2.02 TAB INSTRUMENTATION A. TAB contractor shall furnish materials and equipment necessary to properly measure system capacities, electrical voltage and current, fan speeds, static pressures, air velocities, water pressure drops, refrigeration pressures and other readings necessary to evaluate system performance and adjust quantities to those indicated. Materials and equipment shall remain in the possession of the TAB contractor after project is completed. B. Instrumentation shall be accurate, with calibration histories available for examination upon request. C. Instrumentation shall be used in accordance with manufacturers instructions. PART 3 EXECUTION 3.01 INSPECTION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Field verify locations of new and existing work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.03 PERFORMANCE A. Perform the work in accordance with "Quality Assurance" provisions, Specifications and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. C00569C10 15990 Page 2 King County International Airport Section 15990 Residential Aircraft Noise Remedy Improvements Testing, Adjusting and Balancing 3.04 WORK BY CONTRACTOR A. System Performance: This contractor is responsible for the performance of the equipment and the system. Do not assume that supplier will ship equipment adjusted to meet the project requirements. B. Equipment Operation: 1. Check equipment for proper operation as soon as electrical power is available. Perform adjustments required for proper operation. 2. Report malfunctions to the manufacturer, and take corrective action immediately to prevent delay of the work. 3. Check -out equipment for electrical problems, check rotation of motors, read voltage and current in each leg of each motor, heater, etc., and check the readings against the nameplate. Lubricate per manufacturer's recommendations. 4. Before balancing and testing commences, operate (test run) equipment for a minimum of two days. C. Air Distribution System Inspection: Check out the air distribution system to ensure that each outlet is properly connected to the branch duct, and that a volume damper exists for each outlet (supply, return and exhaust) and is in the wide -open position; in addition, verify existence and function of all other volume dampers. D. Controls Operation: Check out and calibrate all control components under equipment and system operation service; these components include, but are not limited to, switches to ensure they are connected to the appropriate device, respond to the temperature changes, and are of the correct action to be compatible with the controlled device. E. Filters: After equipment and system check -out work has been completed and prior to commencement of TAB work, perform the following: 1. Replace air filters in the furnace and blending air systems with new filters. F. Access: Provide scaffolds, staging and accessories required to allow TAB contractor to gain access to equipment, dampers, valves and other devices located beyond the range of a 6 -foot stepladder. G. Cleaning: Clean equipment and devices after check -out and test run period prior to TAB work. H. Verify that the timers are set to run for 20 minutes per hour starting at the beginning of each hour, for all 24 hours. Coordinate with electrician and Project Representative. 3.05 WORK BY TAB CONTRACTOR A. General: Perform TAB of mechanical systems in accordance with SMACNA publication "HVAC Systems - Testing, Adjusting and Balancing ", 1st Edition, 1983; adjust quantities to within plus 10% and minus 10% of design values, and/or as subsequently directed by the Consultant to secure an adequate balance for distribution and noise. B. Systems: Include, but are not limited to, the following: 1. Supply air terminals. 2. Return air terminals. C00569C10 15990 Page 3 King County International Airport Section 15990 Residential Aircraft Noise Remedy Improvements Testing, Adjusting and Balancing 3. Exhaust air terminals. 4. Ventilation terminals. C. Readings: 1. General: Provide readings including, but not limited to, the following: a. Air Quantities: Supply, return, exhaust and outdoor air at each terminal. Air quantities for some supply ducts shall be adjusted and balanced with orifice plates or perforated plates, provided, modified and secured as required by the balancing contractor. Refer to Contract Documents. b. Electrical 1) Measured voltage and amps on each phase of each fan motor while the equipment is under maximum normal load. 2) The nameplate voltage and current for each motor. D. Inspection and Recheck: 1. Upon request, recheck random selections of up to 10% of the readings recorded in the Balancing Report in the presence of the Project Representative. 2. The Balancing Report will be rejected if more than 20% of the rechecked readings deviate more than 10% of the recorded reading in the report. In such an event, provide complete re- balancing. E. Marking of Adjustments: 1. Permanently mark and date dampers, valves and other adjustment devices to allow adjustment to be restored if disturbed in the future. 2. If recheck requires re- balancing, eradicate previous markings and remark. F. System Difficulties: Obtain readings on each unit or piece of equipment as early as possible, such that any apparent difficulties can be resolved before the anticipated close of the job. END OF SECTION C00569C10 15990 Page 4 • King County International Airport - - Residential Aircraft Noise Remedy Improvements Index to Electrical Specifications INDEX TO ELECTRICAL INDEX SPECIFICATION SECTIONS PART 1 - GENERAL 1.01 INDEX OF ELECTRICAL SPECIFICATION 16000 General Electrical Specification 4 16100 Basic Materials and Method 4 C00569C10, AIP -5 -53 -0058 -040 Index to Architectural Specifications Page 1 1 King County International Airport Residential Aircraft Noise Remedy Improvements SECTION 16000 GENERAL ELECTRICAL SPECIFICATION PART 1 - GENERAL 1.01 SCOPE OF WORK Section 16000 General Electrical A. Furnish all materials, labor, supervision, and tools to provide a complete electrical system for the project as indicated on the drawings and as specified herein. 1.02 GENERAL A. The Contractor shall not disrupt normal activities of the occupants unnecessarily and shall coordinate his work with the Architect. B. Visit the site and examine the existing buildings and accept building and premises on an "as -is" condition. C. Execute all demolition work in an orderly and careful manner with due consideration to the existing structure. D. Existing systems equipment shall be investigated thoroughly prior to removal or relocation. Any damage to existing active maintained system resulting from performance of work under this contract shall be repaired to assure continuing operation and integrity during and at completion of the project. Any existing wiring and devices to remain in service and which is interrupted by work performed under this contract shall be rerouted to maintain circuit continuity and device operations. The building will continue operation during the work and it is essential that no systems operation be interrupted unless scheduled with the Architect. Contractor shall assume responsibility for unscheduled interruptions and expedient repair. E. All surfaces of the existing building which are a part of, or adjacent to the construction areas shall be protected from all damage. Any damage that occurs due to the Contractor's operations or negligence to the existing building surfaces described above shall be repaired or replaced. 1.03 CODES AND PERMITS A. Work shall conform to the National Electrical Code (NEC), and State and Local Codes. Secure inspection certificate from the electrical inspection authority and include it in the Record Project Close -out Documents. B. Comply with requirements for inspection and approval of all electrical work, by the electrical inspection authority, prior to concealing work and connecting to serving utility. C. Contractor shall be responsible for all permit or utility connection charges. C00569C10, AIP -5 -53- 0058 -040 Section 16000, Page 1 King County International Airport Residential Aircraft Noise Remedy Improvements Section 16000 General Electrical D. Contractor shall develop and submit all documents as required for permitting by City of Seattle or service upgrade or utility changes by Seattle City Light. Contractor shall perform all coordination activities with local authorities and utilities required to complete the Electrical Scope of Work. 1.04 MATERIAL A. All material utilized in this project shall be new, in factory original containers. All material shall be tested and listed by Underwriters Laboratory. Install material in accordance with manufacturer's instructions. 1.05 REFERENCE DOCUMENTS A. These Specifications and Drawings are intended to cover a completed installation of systems. . The omission of expressed reference to any item of labor or material for the proper execution of the work in accordance with present practice of the trade shall not relieve the Contractor from providing such labor and materials. Refer to the Drawings and Shop Drawings or other trades for additional details, which affect the proper installation of this work. 1.06 COORDINATION A. This Contractor shall thoroughly examine Architectural, Structural and Mechanical Drawings. Coordinate installation of electrical work to comply with other trades. The Contractor shall consult contractors of each trade to avoid interference. Upon failure to cooperate, this Contractor shall move his work to provide necessary space for other Contractors at his own expense. 1.07 WIRING METHODS A. Provide wire, cable and raceways for circuits as indicated on the drawings. Install wiring in raceway per codes. When permitted by city codes, metal clad cables and non - metallic NM NMS cables are allowed for use in area when installed per NEC and WAC codes requirements. B. Wire for low voltage electrical systems 24 volts or less shall be provided in accordance with device and systems requirements, matching existing wiring used or in accordance with manufacturer standards. C. Wiring shall not be installed exposed in living or general occupancy areas. Unless noted otherwise, wiring shall be concealed within walls or ceilings. Contractor shall remove drywall or finish materials to access wall or ceiling cavities and route conductors through studs, joists or other structure as required. Contractor shall coordinate cutting finish materials and routing with Architect and General Contractor. General contractor shall repair, patch and finish walls and ceilings to original condition or better. C00569C10, AIP -5 -53- 0058 -040 Section 16000, Page 2 King County International Airport Residential Aircraft Noise Remedy Improvements 1.08 PANELBOARDS AND SERVICES Section 16000 General Electrical A. Where indicated on drawings, replace or upgrade existing panelboards or services. See Architectural notes, drawings or Specifications for framing modifications and patching and painting requirements. 1.09 OUTLETS & WIRING DEVICES A. Outlet boxes shall be 4" X 4" X 1 ''A" deep or larger as required to comply with the NEC for wire -fill and devices. Provide device rings of suitable depth and size for outlets specified. Provide blank covers on all junction boxes and outlets that do not contain wiring devices. 1.10 SUPPORT A. Support all components securely in accordance with trade practice and industry standards. All equipment shall be supported to comply with The Uniform Building Code, Seismic Zone 2. 1.11 EQUIPMENT IDENTIFICATION A. Identify electrical equipment and devices to include: junction box covers, disconnect switches, motor starters and panels. Indicate circuits or system type on junction box covers, in a neat and legible manner with felt tip ink marker. Provide engraved phenolic plastic nameplates with 'A" white letters on black background, for the identification of disconnect switches, distribution breakers, motor starters transformers and panels. Attach nameplates to equipment with screws or rivets, adhesive not acceptable. Provide typewritten circuit directories for branch circuit panelboards. 1.12 AS -BUILT DRAWINGS A. Comply with Division 0 and Division 1 for more requirements. B. Continually maintain as built drawings, marked in red pencil, indicating the work as actually installed. Drawings shall be updated daily and made available during normal working hours for review by the Architect. Deliver as built drawings to the Owner or Tech Rep upon the completion of the project. 1.13 CLEANUP A. Contractor shall leave all work areas clean and shall remove from the site all waste and rubbish resulting from the work. Site shall be kept clean on a day - to-day basis. Disposal to be at Contractor's expense. Assure cleanliness of installed or relocated materials, and replacement of defective units at the time of final acceptance. C00569C10, AIP -5 -53- 0058 -040 Section 16000, Page 3 King County International Airport Residential Aircraft Noise Remedy Improvements 1.14 GUARANTEE A. Comply with Division 0 and Division 1 for more requirements. Section 16000 General Electrical B. This Contractor shall guarantee his workmanship and all components of the work excluding lamps for a period of one (1) year from the date of acceptance of the installation. Remedy any defects in workmanship and repair or replace any equipment that fails within the guarantee period without additional cost to the Owner. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used END OF SECTION C00569C10, AIP -5 -53- 0058 -040 Section 16000, Page 4 0 King County International Airport Section 16100 Residential Aircraft Noise Remedy Improvements Basic Materials & Methods SECTION 16100 BASIC MATERIALS & METHODS PART 1 - GENERAL 1.01 GENERAL A. Conform to General Terms and Conditions, Supplementary Terms and Conditions. 1.02 SCOPE A. General: Make necessary provisions for storing materials and equipment to ensure the quality and condition of the material to be installed. Utilize only new materials which are free of defects and which arrive at the jobsite unopened in the original container. B. Devices, equipment, enclosures and material shall be UL listed, approved, and suitable for its environment where used. C. Wiring In Raceway: Unless noted otherwise, wiring systems shall be installed in a complete raceway system. When permitted by city codes, metal clad cables and non- metallic NM NMS cables are allowed for use in area when installed per NEC and WAC codes requirements. Conductors shall be at least 90% conductivity copper, 600V rated insulation. Minimum size conductor for branch circuits shall be #14. D. Coordination: Determine the exact electrical requirements of equipment from the equipment suppliers prior to rough -in wiring. Refer any discrepancy between the Plans and equipment requirements to the Tech Rep for resolution prior to installation. 1.03 EQUIPMENT FINISH A. Electrical equipment, panelboards and other equipment shall be furnished factory painted in the manufacturer's standard colors unless otherwise specified. B. Unpainted equipment and materials, except conduit and cable, shall be cleaned, primed and painted by the Contractor as directed by the Tech Rep in accordance with the Painting Section of the Specifications. C. The colors of exposed electrical material and apparatus shall be as selected by the Architect. C00569C10, AIP -5 -53- 0058 -040 Section 16100, Page 1 I n King County International Airport _- Section 16100 Residential Aircraft Noise Remedy Improvements Basic Materials & Methods PART 2 — PRODUCTS 2.01 GENERAL A. Materials and equipment shall be new, undamaged, and shall be UL listed for its use. B. Defects and damages of material shall be replaced, furnish any new material as necessary and install the system at the Contractor's expense. C. Furnish material and equipment samples when requested by the Tech Rep, within 21 days of request. D. Non - approved material and equipment must be removed from the jobsite. 2.02 WIRE AND CABLE A. Branch Circuit Conductors: Branch circuit wiring shall be minimum size #14 AWG, 600 -volt, insulation, stranded or solid copper conductor. When permitted by city codes, metal clad cables and non - metallic NM NMS cables are allowed for use in area when installed per NEC and WAC codes requirements. B. Feeder Conductors: Conductors #8 AWG and larger shall be 600 -volt, 90 °C, type THHN -THWN insulation, stranded copper, unless indicated otherwise. C. Branch circuit ground wire, isolated ground wire, equipment grounding conductor and grounding electrode conductors shall be insulated the same as branch circuit or feeder conductors. EXCEPTION: Type NM NMS cables. D. Marking: Wire must be marked at 2' intervals with gauge, insulation type, and manufacturer. Label feeders at each end of phase designation. 2.03 SMOKE DETECTORS A. NON - INTERCONNECTED TYPE 1. Shall be 9v DC battery operated dual sensor type photoelectric /ionization smoke alarm with warning signal for low or missing battery. Alarm horn shall be piezoelectric type and shall produce 85dB at 3m (10ft). 2. Unit shall be installed directly to surface using manufacturer approved hardware. 3. Approved manufacturer: Kidde model PI9000 or approved equal. C00569C10, AIP -5 -53 -0058 -040 Section 16100, Page 2 f • King County International Airport Section 16100 Residential Aircraft Noise Remedy Improvements Basic Materials & Methods B. SMOKE DETECTORS, TANDUM — INTERCONNECTED TYPE 1. Shall be 120v operated with battery back -up photoelectric /ionization smoke alarm with warning signal for low or missing battery. 2. Unit shall be installed to outlet box using manufacturer approved hardware. 3. Approved manufacturer: Kidde model PI2000 or approved equal. 2.04 TIME SWITCHES A. Shall be digital in -wall self adjusting, programmable timer with (6) on-off cycles per 24 hour period. Shall automatically adjust for sunrise /sunset times. Shall have integral battery back -up program protection. Shall have manual override capability. B. Ratings shall be as follows: 1. Resistive: 15 Amp @ 120 -277 VAC 2. Tungsten: 15 Amp @ 120 VAC 3. Motor: 1 HP @ 120 VAC, 2 HP @ 240 VAC C. Approved manufacturer: Intermatic Model STOIC 2.05 DISCONNECT SWITCHES A. Manual Starters: Shall be Square D class 2510 toggle switch type, lockable in the "Off' position, with pilot light and enclosure. 2.06 PANELS A. Lighting and power panelboards shall be dead front safety type, minimum interrupting rating 22,000 amperes. Replace panels to existing interrupting rating when replacing panel only. Coordinate with Seattle City for specific location requirements when replacing or upgrading services and furnish panelboards to meet minimum required ratings. Branch circuit panels shall be circuit breaker type. Distribution equipment to be fusible or circuit breaker type as indicated on drawings or schedules. Approved manufacturers: Siemens, Square D, General Electric or Cutler - Hammer. C00569C 10, AIP -5 -53- 0058 -040 Section 16100, Page 3 King County International Airport Section 16100 Residential Aircraft Noise Remedy Improvements Basic Materials & Methods 2.07 MOLDED CASE CIRCUIT BREAKERS A. Provide molded case circuit breakers of the quick -make and quick -break variety equipped with wiping type contacts and with interrupting rating and trip rating indicated on the Drawings. Provide arc chutes and individual trip mechanisms on each pole. Equipment multiple pole breakers with both a common trip and trip free feature. Trip indication to be independent of breaker On or Off positions. Breaker is to be fully operable in an ambient temperature of 40° C. 2.08 SUPPORTING DEVICES A. Support raceway by straps, suitable clamps or hangers to provide a rigid installation. Perforated strap hangers and twisted wire attachments will not be acceptable. Do not support or fasten raceways to other pipe or in a manner to prevent the ready removal of other pipe. 2.09 GROUNDING A. Ground Wire: Color coded green, copper conductor, with insulation same as circuit or feeder conductors. PART 3 — EXECUTION 3.01 UTILITY COORDINATION A. All work associated with electrical power utility shall be installed in accordance with the standards and specifications established by the serving utility. B. Contact electrical power utility. Verify and coordinate work scope prior to commencement of installation. 3.02 MISCELLANEOUS A. Cutting and patching: perform cutting and patching as may be necessary for the proper installation of the electrical work. Grout around raceway penetrations and fill anchor bolt holes or spalled areas. Core drill new penetrations through existing structural walls, ceilings and floor slabs. B. Cleanup: the premises must be kept free of accumulated materials, rubbish, and debris at all times. Surplus material, tools, and equipment must not be stored at the building. At C00569C10, AIP -5 -53- 0058 -040 Section 16100, Page 4 4 King County International Airport Section 16100 Residential Aircraft Noise Remedy Improvements Basic Materials & Methods the completion of the job, equipment and fixtures shall be left clean and in proper condition for their intended use. 3.05 WIRING METHODS A. All wiring systems that supply circuits and equipment operating at 50 -volts and greater shall be installed in strict compliance with NEC, state, and local codes and ordinances and in accordance with latest NECA practices. 3.06 WIRE AND CABLE A. Branch Circuit Installation: Branch circuits wire size shall be #14 AWG minimum, with continuous color code identification per standard listed below. Branch circuit splices may be made with Scotch -Lok type connectors up to #8 AWG size, except motor connections. Utilize crimp -type pressure connectors insulated with tape or pre- fabricated covers on motor connections and splices of wiring #6 AWG and larger. Make no splices in home runs. B. Feeders: Size feeders per NEC table 310 -16 column 60 degree Celsius up to 100 ampere and 75 degree Celsius thereafter or as otherwise shown on drawings. Make no splices unless shown on the Plans or specifically approved by the Architect. Splices shall be compression - sleeve type. 3.07 GROUNDING A. General: Provide system and equipment grounding in accordance with the applicable codes and ordinances and as further amplified on the Plans. B. Ground service equipment, conduits, devices and equipment in accordance with NEC, article 250. C. Grounding Conductor: Provide green insulated equipment grounding conductor in conduits containing wiring systems above 50 volts. Insulation and conductor type shall be the same for circuit or feeder conductors. Size conductors in accordance with NEC article 250. D. Bonding: Electrical systems equipment shall be effectively grounded and bonded together by approved bonding means in accordance with the NEC. END OF SECTION C00569C10, AIP -5 -53- 0058 -040 Section 16100, Page 5 Cs 908 05 -02 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director SHARYN PARKER 7277 PERIMETER RD S SEATTLE WA 98108 RE: Permit No. D10 -177 3944 S 113 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 06/20/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 06/20/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, '15-X Bill Rambo Permit Technician File: Permit File No. D10 -177 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 12, 2011 City of Tukwila Department of Community Development Timothy J. Fenlason S.M.Stemper Architects 4000 Delridge Way SW, Ste 200 Seattle, WA 98106 RE: Request for Extensions Development Permit No. D10 -176 and D10 -177 KCIA RANRIP Houses Dear Mr. Fenlason, Jim Haggerton, Mayor Jack Pace, Director This letter is in response to your written request for an extension to Permit Numbers D10 -176 and D10 -177. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through December 16, 2011. For reference the permits are for the following locations: D10-176, Vogel & Woodruff Residence at 4111 S 113 Street D10 -177, Burnite Residence at 3944 S 113 Street If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician File: Permit No. D10 -176 and 177 WAPermit Center\Extension Letters\Pennits\2010\D10 -176 Pennit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 S.M. STEMPER ARCHITECTS A P r o f e s s i o n a l L i m i t e d L i a b i l i t y C o m p a n y 9 May 2011 Bill Rambo Permit Technician City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Permit Nos. D10 -176 and D10 -177 4111 S. 113 Street and 3944 S. 113 Street Dear Mr. Rambo, This letter serves as written request to extend the permits listed above, which are part of King County International Airport's (KCIA) Residential Airport Noise Remedy Improvements Program (RANRIP). Permits for these properties were requested by our office as the homeowner's representative since this is a public project and is bid in accordance with grant requirements. A contract was not awarded within the time that we expected, but has since been accomplished. We merely need to ensure that the contractor still has enough time to complete the scope of work. Extension on both properties should be made for an additional 180 days. If you need further clarification or have questions, please contact me at 206 - 624 -2777 or tim @smstemper.com. clio.a.rAtei leo (-ay /0.4w-1a-1404 o�iz�%2vir Sincerely, Timothy J. Fenlason Project Manager The Jones Payne Group, Inc. cl..€.11° "e' 111-.)-0—L 7 8D CfM OFTUK{Alu MAY X1.12011 PERMIT CENTEP 4000 DELRIDGE WAY SW • SUITE 200 • SEATTLE, WA 98106 • 206/624 -2777 • FAX 206/624 -2973 12 -01 -2010 • Jim Haggerton, Mayor Dep .. anent of Comm t pity Development SHARYN PARKER 7277 PERIMETER RD S SEATTLE WA 98108 RE: Permit Application No. D10 -177 3944 S 113 ST TUKW Dear Permit Applicant: Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 07/14/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 01/10/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, qol Bill Rambo Permit Technician File: Permit File No. D10 -177 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • DER RrnoRn nom* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -177 PROJECT NAME: BURNITE RESIDENCE DATE: 07/14/10 SITE ADDRESS: 3944 S 113 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 6'uTf g Di ti s ft Nr lI Public Works 1■ (0 Fire Prevention 4, Structural n ,111-N fPr D 1c• vo Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Comments: Incomplete ❑ DUE DATE: 07/15/10 Not Applicable Permit Center Use Only; ' : INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 08 /12 /10 DATE: Permit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Primer Friendly Page O General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name G & G SPECIALTY CONTRCTORS INC UBI No. 602975812 Phone 4809214079 Status Active Address 4633 S 36Th Street License No. GGSPEGS919RT Suite /Apt. License Type Construction Contractor City Phoenix Effective Date 12/31/2009 State AZ Expiration Date 12/31/2011 Zip 85040 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company G & G SPECIALTY CONTRCTORS INC Business Owner Information Name Role Effective Date Expiration Date GOODBALLET, CHARLES ELMER Chief Executive Officer 12/28/2009 WAVY, CHRISTINE Chief Operating Officer 12/28/2009 GOODBALLET, JAMES SCOTT President 12/28/2009 GOODBALLET, TERESA LYNN Secretary 12/28/2009 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 INS CO OF THE WEST 2278440 12/18/2009 Until Cancelled $12,000.00 12/28/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 LEXINGTON INS CO 4392611701 12/31/2008 12/31/2010 $1,000,000.00 01/14/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 12/22/2010 KING COUNTY INTERNATIONAL AIRPORT RESIDENTIAL AIRCRAFT NOISE REMEDY IMPROVEMENTS PROGRAM - C00570C10 BID PACKAGE M -15 5- 53- 0058 -040 SITE AND BUILDING INFORMATION JURIsci.Clak Department of Flaming and Developement City of Seattle, WA APPLGG415LE CODES: 2006 Seattle laseidentral Cade, International Fire Code, International Mechanical Cade =Mk_ SF200 OCCUPANCY: ago Changed SINGLE FAMILY Fisso !E CONSTRUCTION TYPE: (No Chines) Y B NON SPRNKLRED Na permitted information is available. BUILDING AREA: Na things to building footprint. Additl:an:. 0 ef. Remodel: 0 ef. Sound insulation: 819 ef. DRAWING INDEX TOD TITLE SHEET, PROJECT INFO. A1.0 FLOOR PLANS 4 NOTES A20 WNDOW TYPES, SCHEDULE 4 DETAILS A2.1 DOOR TYPES, SCHEDULE 4 DETAILS A22 MISCELLANEOUS DETAILS A23 WNDOW FLASHNCs DETAILS MI.0 LEGENDS, SC1- EDULES, ABBREV., GENERAL NOTES 4 DWG INDEX M2 DASEMENT, MAIN AND UPPER DOOR MECHANICAL FLANS AND DETAILS Eli+ ELECTRICAL PLAN PROJECT DIRECTORY KING =NM INTL AIRPORT: Sound ineulatron Program King County International Airport 1211 Perimeter Road South Seattle WA 98108 Fit 206. 263. 9233 Fax 206.296.0190 Contact: Sharyn Parker Email: 9iiircin,F'erker•kingcountygav ARCA•Ii1ECT: S.M. Stamper Architects PLUG 4000 Dainties Way SW, Suits 200 Seattle, IIIA 95106 Ftu 206.624.2TI1 Fax: 206.624.2913 Contact: Jerry Osborn, Melody Leung, Th i Fenlason, E -mail: jerryismetemper.com melodysemstem per.com tim esmatempe . com ACOUSTICAL ENGINEER: SSA Acoustics 222 Etruria Street, Suite 100 Seattle WA 98109 Ph: 206.833 0819 Fax: 20€ . 539. 0524 Contact: Mohamed Art Allaoue E -mail: mohamedeasaacoustics.com MECHANICAL ENCsr IEER The Greanbusch Group 1900 West Motown St, Suite 201 Seattle, 1114 98119 PFt 206. 3111 0563 Fax: 206.318.0641 Contact: Derek Orkney E -maIs: derdcn*greerbusduom ELECTRICAL ENGINEER: Tres West Engineers 2102 S. 42nd Street, Suite 301 Tacoma, WA 98405 'F'It 253. 412. 3300 Fax: 253. 412. 3463 Contact: Brent Rollin E-mail: bcretreewestrcam REGULATED MATERIALS: PBS Engineering and Environmental 2511 Eastlake Ave. E, Suite 100 Seattle, WA 98102 Ph 206. 232. '3639 Fax: 206.162. 4180 Contact: Tim Ogden E -mail: tim ogdenapbeenv.com DESIGN SUP ORr SERVICES The Jones Payne Grays 123 North Washington St. +200 Boston, MA 02114 Contact: Tim fi-anlaecnf Jim Cornwell E-mail: JConnwellejansspaynscom FXLE COPY Permit No. 111 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize f:21t? v;olation of any adopted code or ordinance. Receipt ` approved Field Copy and conditions is acknowledged: By. 0- -d`-! Date: City Of Tukwila BUILDING DIVISION :PARATE PERMIT REQUIRED FOR: E echanical Electrical cePlumbing Gas Piping City of Tukwila DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2010 A-s- wit. City of Tukwila BUILDING DIVISION -P■o1.,„ RECEIVED CITY OF TUKW ILA JUL 14.2010 PERMIT CENTER S.M.STEMPER ARCHITECTS A Prafaadonal Limited Liability Company 4000 DELRmGE WAY SW SUITE 200 • SEATTLE, WA 98106 1209) 624 -2777 • FAX (206) 624 -297 0810.03.1101A 7/1 /10 F- ee 0 0 "° W 0 Z co c Q w 0 J u J z F— w 0 w IX MPROVEMENTS AIP NUMBER 5-53- 0058 -040 DATE 711110 ISSUED BID PACKAGE M -15 100% CD PROJECT ARCHITECT Jo PROJECT MANAGER Mt. &TF DRAWN LB&JH PROJECT INFORMATION, DRAWING INDEX, VICINITY MAP DIRECTORY T0.0 0810.03.1101A ESE SENT AT THIS I GENE L NOTES TO T TO , . TO DAY. WILL NA E T A •° r►1 I h T + .- ()N TW S+ 1 A1' I T L A AIL T:• .i y T. A L L; T T QUIT A A "tIR+I . ._Y. I. IT N IT 1 fl= VI 0 T LVI IN T T f A RI �v�►I TO INI TI P1 1ANI 1T I -IATS. I+ 10 TI IT# IT 11, -; ., Y. R I I,, , .�► .+= ITI 12. IL MINI 9 , ; ISIS , T T ...;; F'AT 4 I° ,:. A. TO MAT 1 i X I1 T6 IL 11 AT T AT T T T L TI AT Y9 A TO MI 1 T T ) FIND SAT. 13. T T . 1 L TI Ally 14. INSTALLS A TO T " ., .. AT I T AT I L , ,, R TO L T R . ATI T I TO AT 1 I T T TI f A +. t TI -, ,� -;�r �, T ATI = "" 1 I T W9 T S LY INSTALL; I T L A S + 1 8T +' iFIN ITN hI I4ANI L. AT I` RI +" DTI ©4R PLAN A C. EAST E EVAT ON D. SOUTH ELEVATION LEGEND i77 T N U x AT x r AI XI IT T IN IT LWIT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2010 T TAT: MI TO I U NOT City ot Tukwila B ACCESS TO SITE AND PARKING SH AIR NT IT. RECEIVED CITY OF TIJKWILA JUL 14 2010 PERMIT CENTER S.MSTEMPER ARCHITECTS A Professional limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • 9EATTIE, WA 98108 2D8 8 4 X777 iii 4 -2973 AIP NUM ER I -005 DATE 7/1110 ISSUED SID PACKAGE M -1 100% CD PROJECT JET ARH J0 PROJECT T MANAG R MLETF DRAWN LB&JH FLOOR NOTES PLANS AtO 0810.03.1101A WINDOW SCHEDULE WIND. NO ROOM LOCATION WIND. TYPE SIZE W x H TRIM FINISH INTJ EXT. REMARKS EGRESS DETAIL SET VA2� VA2� A KJTC14EN I -2" x 3' -6' PAINVP INt - - B CFEN 1 2' -IPJ' x 2' -IPA' P AIN17AINT - - G KITCHEN 3 1' -4' x 3' -5" PAINTIf'AINT - VA7� VA2� VA281 D KITCI EM 1 2' -11" x 2' -W PAINT/PAINT - - E KITCHEN 3 1' -4' x 3' -5" PAINT/PAINT - DN M 2 1-1I x 3 -m ?A14TAM - G u iNCi RO01i 2 1-1I" x 3' -1P) PA NTIPAINt - VA2� J4 LIMING ROOM 2 1' -lI" x 3' -W PAINtM AINT - 11420 1 8>: ROCM 1 2 l' -10' x 3' -11" PAINt/PAINt VA2lt1 J 85PROO1 I 2 7' -9' x 3' -IP' PAINT19'AINT - VA_D VA2® 1 /420 K 6EDFJCOM 2 2 1' -11" x 3' -W PAINT/PAINt - - L BEDi�OOI1 3 1 3' -10" x 3' -1m" PAINVPAINt - I!X ROCII 2 5' -9' x '- AINT AINT - - VA2� N I3EDROC7114 T 1 3' -i�' x 2' -10" P4INTIPAINT 1/420 0 cIcE 2- x2- PAINT? - 0 (E) ■ EXISTINr3 DOOR TYPES a ••••••••• A FLUSH SCW UN WAGON WHEEL AND 4 PANELS ILI/ SAFETY GLAZING UN OBSERVATION PORT 8 FLUSH 921) HALF-LITE Uil 2 PANELS W/ SAFETY GLAZING c EXTERIOR SINGLE LEAF STORM W/ &torn' GLAZING DOOR SCHEDULE DOOR NO ROOM LOCATION DOOR TYPE SIZE W x H FINISH INT./ EXT. HARDWARE SET 1 FINISH KNOB 1 LEVER SET LOCK SET DETAIL SET 1 WRY A 3'-‘50 x 61-S" PAINT/PAINT HW-I 1 619 DK-I LOCK-I 1/AU 2 KITCHEN 5 31-0" x 6I-6• PAINT/PAINT 110-1 / 619 DK-I LOCK-1 1/A2.1 3 ENTR Y C 3'-�' 6'-e• PAINT/PAINT HW-I / 619 DK-I LOCK-1 4 KITCHEN C 3'-0" x 61-6" PAINT/PAINT 1411-1 / 619 DK-I LOCK-1 - CAREFULLY LIFT (E) WALL UNDEIRLAYMENT AND INSTALL. TOP' EDGE Of SELF-ADHERING MEMBRANE AGAINST SHEATHING. LAP (V WALL INDERLAIVENT OVER TOP OF SELF-ADHERING MEMBRANE. 1YP AT HEAD AND JAMB REMOVE (E) WOOD SIDING AS RECID FOR INSTALLATION OF DOOR ASSEMBLY TRIM. REPLACE LW NEW saw 4 PAINT TO MATCH (E) SIPIF PRE-PRIMER, GALV SHEET METAL HARDWOOD TRIM TO MATCH (E) PANT/STAIN TO MATCH (E) TRIM FLASHING UNDER SELF-ADHERING MEMBRANE. COLOR TO BE SELECTED IN 11-IE FIELD CONTINUOUS SEALANT BEHIND Z 5AR FRAME STORM DOOR FE R SCI-EPULE CAREFULLY CUT BACK (E) LUP. SIDING TO ALLOW FOR REATTACHMENT TO RD. FRAMING, LIFT (E) WALL UNDERLAYMENT AND NSTALL SELF 4PI-ERN G MEMBRANE WINDOW NAILING FLANGE 44AINST SWATHING, INSTALL SECOND LAYER OF SELF ADHERING MEMBRANE OVER NAILING FLANGE AND LAP UNDER (E) WALL UNDERLAYMENT. CALK. TOOL. FLUSH, AND PANT FASTENER HEADS AND ANY CRACKS WHICH DEVELOP IN SIDING PROM INSTALLATION CF FLASHING 14ARDWOOD TRIM TO MATCH (E) PAINT/STAIN TO MATCH (E) 1RIM W000 DOOR PER SCHEDULE POOR SHOE 2" Mk AUTOMATIC DOOR SWEEP OAK AND METAL THRESHOLD ADJUSTABLE amp (E) INTERIOR CONC. SLAB. OR (E) U.V. FLOOR FRAMING (E) BALCONY FLOOR 4 DECK WOOD SIDING - DOOR DETAIL SET WINDOW AND DOOR TYPE NOTES L NOTE: WHERE SAFETY GLAZING IS INDICATED, NT NOT SCHEDULED N SECTION 08800 ALL UNLAMINATED GLAZNG PANELS N THAT UNIT ARE TO 5E TEMPERED. LAMINATED GLAZNG PANELS NEP NOT CONTAN TEMPERED GLASS, BUT SHALL BEAR IDENTIFICATION AS SAFETY RATED GLAZING PER CODE. 2. SLIDING GLASS DOORS SHALL MATCI4 THE OPERATION CF THE EXISTING SLICING GLASS Dom THEY 'REPLACE OR COVER. 3. FIELD VERIFY ALL EXISTING WINDOW AND DOOR OPENING DIMENSIONS. NO-171 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 4 2010 PERMIT CENTER M STEW ER ARCHITECTS L Probational Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SENITLE, WA 98100 (208) 824-2777 • FAX (200) 824-2079 Fir" 0810.03.1101A 0 Et z 0 z < ce w 1— z z 0 (9 MPROVEMENTS 0 w 2 w w 0 F- u_ i-- CI c0 AIP NUMBER 5-53-00513-040 DATE ISSUED 0 0 7/1/10 BID PACKAGE M-15 100% CD PROJECT ARCHITECT J PROJECT MANAGER ML&TF DRAWN LB&JH DOOR TYPES, SCHEDULE & DETAILS A2.1 0810.03.1101A LY LFT T MOE LP ANERP* ATI41144 LAP CE) SELF- ') FL a PAINT TO MATCI-I S4 LW PP. W.LF-Ar..)14ERm FL IF* 4' UP TI4E FIELD WM, Ft PAINT INTE setIN MASTIC AT AIR INTAKE DETAIL. AT EXTERIOR EXTERIOR ROOF ROT NTS MIRE 4 STIES DI E/ a ' ATIM TO FAco_rtAm itivrALLATiat 1. 4:) TO4 TI ° ATIO4 STOP AT PERIMETER M HATCH x kl.D BLENDING AIR UNIT DETAIL., EXTERIOR ROOF ROT NTS 1LS* NAI TO E) 1SLIENT Y., DO NOT 0 JOIST UJIDTE M T EDS 16", INGTAL,L 2X4 MS • *A PAINT TO RAT (E) SOFFIT DETAIL 1 1/2" 11-1 - "-PREVIEWED A6V CODE COMPLIANCE APPROVED JUL 2 0 2010 City at Tukwila BUILDING DIVISINN RECEIVW CITY OF TUKWILA JUL 1 4.2010 PERMIT CENTER MSTEMPER ARCHITECTS A Pree ,nal rantiked LisCbility Coax 4000 D ELMS GE WAY SW S 200 ITLE, WA NI 00 0777 ra (206) 624-.11478 F;T:er.,T Or 0 AIP NUMBER 5-53-005: DATE 711110 ISSUED BID PA GE 100% CD PROJECT ARCHITECT J PROJECT GER mLarF DRAWN LBAJH MISC. DETAILS A2.2 0810.03.1101A LIFT (E) BLDG. PAPER AWAY LOOSELY FROM (E) SHEATHING AT JAMBS AND 1-1EAD NOTE HOVE (E) BIDING !BACK FROM (E) RD. AS REGI'D (E) saw NOT SHOLIN FOR C,LARI1Y. REPLACE AND OR INSTALL- NEW BIDING AFTER MEMBRANE FLAS44ING 1446 SEEN INSTALLED. (E) SHEATHNG LAP SILL MEMBRANE FLASHING I-1/2" OVER (E) BLDG. PAPER AT siLL EXTEND 1 BEYOND RO. AT EA END OF SILL. (E) BLDG PAPER AT SILL ADHERE MEMBRANE FLASHING TO OUTSIDE FACE Of WALL SHEATHING MEMBRANE FLASHING AT SILL SCALE: NTS LIFT (E) BLDG. PAPER AWAY LOOSELY FROM (E) SHEATHING AT JAMBS AND HEAP. (E) SIDING 140T 61-1011.N FOR CLARITY. WINDOW NAIL FLAWE. EMBED WINDOW READ AND JAMB NAL FLAME 114 SEALANT. ENSURE COMPLETE SEAL 13ETUEEN FLA5-1M AND WINDOW FLAMES. SEALANT SHOULD FLOW OUT B EYOND EDGE Of WINDOW FLANGE AND 5i4ouLp PILL FLANGE NAIL HOLES. REMOVE EXCESS MATERIAL. DO NOT SEAL HAM! AT WNDOJJ SILL (E) 51-DG. PAPER AT SILL. NOTE 1 REMOVE (E) IPM 15Aa< FROM (E) O. AS REQ'D (E) 61PNG NOT 614021 FOR CLARITY. REPLACE AND OR INSTALL NEW slam AFTER MEMBRANE FLASH 14A6 EeEN WALLED. I I ' . a 0 ELEVATION VIEW • , • MEMBR4NE FLASHING PREVIOUSLY APPLIED TO WINDOW OPENINGS. BEND ANCHORAGE NAILS DOWN OVER NAIL FaiNGE, HEAD ONLY. NOE: WALL WINDOW PER MFG'Rel SPECIFICATIONS NOTIFY TECHNICAL REPRESENTATIVE OF DISCREPANCIES WINDOW MEMBRANE INSTALLATION 4 SCALE: NTS REMOVED EDGE OF (E) SIDING, SHOWN plAGRAMATICALLY. (E) SIDING NOT SWOON FOR amirr. LAY (E)13LPG PAPER BACK DON OVER H.ANGE FLASHING AT JAMBS (E) SI-EATHIM NOTE: REMOVE (E) SIDING BACK FROM (E) AS REM) (E) BIDING 1401 swam FOR CLARITY. PEPLACE AND OR INSTALL NEW SID AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. r L 7 WHERE REQUIRED, TRIM (E) 81-PG PAPER AT HEAD TO PREPARE FOR INSTALLATION OF HEAP FLASHING AND WINDOW TRIM (FOLWILING MEP& HEAD FLASHING PREPARATION SCALE: NTS (E) BLDG. PAPER NOTE: REMOVE (E) SIDING BACK FROM (E) RO. A5 RECID (E) BIDING NOT SHOW FOR CLARIM REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASI-ING I4A6 BEEN INSTALLED. CUT JAMB FLASI4M 4 FOLD AIUND WINDOW OPENING AS WOOL Exec) 142" BEYOND EDGE OF OPENING AT I4EAD, JAMBS, AND SILL. ADHERE MEMBRANE FLASHING TO OUTSIDE FACE OF LUAU- SHEATH MEMBRANE FLASHING AT JAMB SCALE: NTS NOTE: REMOVE (E) SIDING BACK FROM (E) AS REQ'D (E) SIDING NOT 814u FOR cLoorr. REPLACE AND OR WALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. a 0 0 ,„;;;;;;;Elpigqiilli'llia0i111!!!1! 0 0 a 0 3 rr.P. INSTALL SILL FLANGE FLASHING OVER WINDOW NAIL FLANGE AND FLASHING. INSTALL SW. METAL HEAD FLABI4NG UNDER (E) BLDG PAPER TRIMMED EDGE CV (E) EOM, SHOWN DIAGRAMATICALLY. (E) SIDING NOT SHOWN FOR CLARITY. MEMBRANE FLASHING AT SILL ) SCALE: NTS NOTE: REMOVE (E) SCAM SACK FROM (E) W. AS REM) (E) SUNG NOT SHOW FOR CLARITY. REPLACE AND OR INSTAL NEW SIDING AFTER MEMBRANE FLASI-ING 1448 BEEN WALLED. ALLOW VS" CLEAR4NCE BETWEEN FLASHING AND 130T. EDGE OF (E) HEAD FLASHING INSTALLATION SCALE: NTS TRIMMED EDGE CF (E) BLDG PAPER (E) BLDG. PAPER ctit NEAP FLASHING 4 FOLD AROUND WINDOW OPENING AS SHOWN. EXTEND 1-1/2• BEYOND RO. AT HEAD AND JAMBS. ADHERE PENETRATION PLASHING TO OUTSIDE ACE OF WALL 5HEATI4M (Tyr. EACH SIDE CF WALL) MEMBRANE FLASHING AT HEAD s.# SCALE: NTS ....... • NOTE: REMOVE (E) SIDING BACK FROM (E) O. AS REM) (E) ear* NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEUJ SID AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. - INSTALL JAMB FLANGE FLASHING OVER WINDOW NAILING FLAME AND FL4614ING, MEMBRANE FLASHING AT JAMB 6 SCALE: NTS WALL I4EAD FLANGE FLASHING OVER WINDOW NAILING FLANGE AND FLASHM. (E) SIDING (E) BLDG. PAPER BENEATH SIDING INSTALL W. TRIM. BUTT TIGHT TO mimeo EDGE CF (E) SIDING. APPLY SEALANT BEAD TO JOINT 13E11LES4 WINDOW TRIM AND SIDING. WOOD TRIM INSTALLATION SCALE: NTS LEAVE ciAr ISETIMEN WNDC111 iwiri Aie) WINDOW FRAM. INSTALL CONt BEAD OF SEALANT AND IBACItER ROD IN GAP. GENERAL NOTES: I: MEMBRANE FLASHING IS spEcrep IN 01211 AS 'SELF APHEARING ME1wI5RANE FLASHING TYPICALLY REFEREE) TO AS "FEEL AND STICK' 2: DETAILS '1, 2, AND 3' REFER TO MEMBRANE INSTALLATION PRIOR TO WINDOW INSTALLATION 3: :emu "5, 6, AND 1' REFER TO MEMBRANE INSTALLATION .4PTER WINDOW HAS BEEN BET IN PLACE, SI-IIMMED, AND ANCI4ORED. 4: DETAILS "8 AND 9" REI=ER TO SWEET METAL. NEAP FLASHING. 5: PETALS 10 REFER TO WOOD TRIM AND CAULK JOINTS. NOTE: REMOVE (E) &ONG MACK FROM (E) R. AS CI'D (E) BIDING NOT SI4O1kN FOR CLARITY. REPLACE AND OR INSTALL NEW $ IDM AFTER MEMBRANE FLAW1445 BEEN WALLED. 0 WINDOW FLASHING INSTALLATION SCALE: NTS ttO-Tfl REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKIM LA JUL • 4 2010 PERMIT CENTER SSISTEMPER ARCHITECTS L Prohmional limited Liability Cmaimmyy 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98100 (200 024-2777 • FAX (208) 824-2973 'OTT STATE 'DE vo,`::;',..!;.[C•TO;..1 1/1/10 081 0.03.11 01 A 0 0 z ce 1— z z 0 MPROVEMENTS AIP NUMBER 5-53-0056-040 z 0 z <Li . DATE 7/1/10 ISSUED BID PACKAGE M-15 100% CD PROJECT ARCHITECT J PROJECT MANAGER ML&TF DRAWN LB&JH WINDOW FLASHING DETAILS A2.3 0810.03.1101A ABBREVIATIONS LEGEND DRAWING INDEX ACM ACU AFC AFF APPROX ARCH ASHRAE BFC BFF BOD BTUH CD CFM CIRC COND CONT COORD CW DEG DIA DIM DN DWG E, EXIST EA ELEV, EL EAT EG ESP EWT EXH EXP F FD FLA FPM FT G GA GAL GALV GPM GRD GWB HP HVAC HW H WC HWG HWR HWS IN KW LAT LWG LWT MAX MBH MCA MIN MTG MFG NC NIC NFPA NG NO NTS OA OAT OC OBD PH POC PSI RA REF REQD RG RPM SA SEC SG SHT SM SMC SO SP SPD SPEC TDH TOD TPD TSP TYP V VD VTR W WB W/ WG WSVI AQ ASBESTOS CONTAINING MATERIALS AIR CONDITIONING UNIT ABOVE FINISHED CEILING ABOVE FINISHED FLOOR APPROXIMATE ARCHITECT AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS BELOW FINISHED CEILING BELOW FINISHED FLOOR BOTTOM OF DUCT BRITISH THERMAL UNITS PER HOUR CEILING DIFFUSER CUBIC FEET PER MINUTE CIRCULATING CONDENSATE CONTINUATION COORDINATE COLD WATER DEGREE DIAMETER DIMENSION DOWN DRAWING EXISTING EACH, EXHAUST AIR ELEVATION ENTERING AIR TEMPERATURE EXHAUST GRILLE EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXHAUST EXPANSION FAHRENHEIT FIRE DAMPER, FLOOR DRAIN FULL LOAD AMPS FEET PER MINUTE FOOT, FEET GAS GAUGE GALLONS GALVANIZED GALLONS PER HOUR GRILLES, REGISTERS, AND DIFFUSERS GYPSUM WALLBOARD HORSEPOWER HEATING, VENTILATION AND AIR CONDITIONING HOT WATER HOT WATER CIRCULATION HIGH WALL GRILLE HOT WATER RETURN HOT WATER SUPPLY INCH KILOWATT, (1000 WATTS) LEAVING AIR TEMPERATURE LOW WALL GRILLE LEAVING WATER TEMPERATURE MAXIMUM 1000 BTU PER HOUR MINIMUM CIRCUIT AMPS MINIMUM MOUNTING MANUFACTURER NORMALLY CLOSED NOT IN CONTRACT NATIONAL FIRE PROTECTION ASSOCIATION NATURAL GAS NORMALLY OPEN NOT TO SCALE OUTSIDE AIR OUTSIDE AIR TEMPERATURE ON CENTER OPPOSED BLADE DAMPER PHASE POINT OF CONNECTION POUNDS PER SQUARE INCH RETURN AIR REFERENCE REQUIRED RETURN GRILLE REVOLUTIONS PER MINUTE SUPPLY AIR SEATTLE ENERGY CODE SUPPLY DIFFUSER SHEET SHEET METAL SEATTLE MECHANICAL CODE SCREENED OPENING STATIC PRESSURE STATIC PRESSURE DROP SPECIFICATIONS TOTAL DYNAMIC HEAD TOP OF DUCT TOTAL PRESSURE DROP TOTAL STATIC PRESSURE TYPICAL VOLT, VENT VOLUME DAMPER VENT TNRU ROOF WASTE WET BULB TEMPERATURE WITH WATER GAUGE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE NOTE: DRAWINGS MAY NOT CONTAIN ALL ABBREVIATIONS LISTED SYMBOL ABBR OR X 0 X/Y 1 DESCRIPTION DETAIL OR SECTION CALLOUT SHEET WHERE SECTION OR DETAIL SHOWN DIRECTION OF CUTTING PLANE SECTION CUT LINE DIRECTION OF FLOW EQUIPMENT ITEM XX LINE, ARCHITECTURAL BACKGROUND LIGHT LINE, EXISTING HEAVY LINE, NEW WORK ROUND DUCT DIAMETER X PLAN OR HORIZONTAL DIMENSION Y ELEVATION OR VERTICAL DIMENSION EXISTING WORK TO BE REMOVED BREAK IN PIPE OR DUCTWORK FLAG NOTE REVISION NOTE AREA CLOUDED CONTAINS CHANGES TO DRAWINGS SUBSEQUENT TO PREVIOUS ISSUE M1.0 LEGEND, SCHEDULES, ABBREVIATIONS, GENERAL NOTES AND DRAWING INDEX M2.0 BASEMENT, MAIN AND UPPER FLOOR MECHANICAL PLANS AND DETAILS GENERAL NOTES 1. THE MECHANICAL SYSTEM SHALL CONSIST OF ALL WORK SHOWN ON THE DRAWINGS, INCLUDING FLOOR PLANS, DIAGRAMS, DETAILS, ETC., AND ALL WORK AS IDENTIFIED IN THE SPECIFICATIONS. WORK INCLUDES FURNISHING, INSTALLING SYSTEM, INTEGRATION, TESTING, TRAINING AND WARRANTY OF THE MECHANICAL SYSTEMS AS SHOWN AND SPECIFIED. PROVIDE A COMPLETE AND OPERABLE MECHANICAL SYSTEM COMPLETE WITH ALL MECHANICAL WORK AS REQUIRED FOR SYSTEM OPERATION. 2. THE DESIGN OF MECHANICAL SYSTEMS HAS BEEN BASED UPON THE EQUIPMENT AS MANUFACTURED BY THE MANUFACTURERS LISTED ON THE EQUIPMENT SCHEDULE. EQUIPMENT NAMED IN THE SPECIFICATIONS MAY BE SUBSTITUTED PROVIDED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL SCHEDULED AND SPECIFIED CRITERIA, AND HAS THE WRITTEN APPROVAL OF THE TECHNICAL REPRESENTATIVE. COORDINATE THE INSTALLATION WITH ALL TRADES AND GUARANTEE IN WRITING THAT NO ADDITIONAL COST WILL BE INCURRED DUE TO PRODUCT SUBSTITUTION. 3. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE DIMENSIONS BEFORE BEGINNING CONSTRUCTION OR ORDERING EQUIPMENT. DO NOT SCALE FROM PLANS. 4. DIMENSIONS SHOWN FOR DUCTWORK WITH INSULATION SHALL BE NET FREE DIMENSION WITH INSULATION INSTALLED. INSULATION SHALL MEET SEATTLE ENERGY CODE (SEC) CHAPTER 5, 503.9 REQUIREMENTS. 5. DUCTWORK PENETRATIONS THROUGH WALLS, PARTITIONS, CEILINGS AND ROOFING SYSTEMS SHALL BE SEALED AIRTIGHT. DUCTWORK, OR STRUCTURAL COLUMN PENETRATION THROUGH DUCTS SHALL BE SEALED AIRTIGHT. 6. PROVIDE ALL REQUIRED ELECTRICAL POWER, AND CONTROL INTERFACE AND CONNECTIONS AS REQUIRED FOR SYSTEM OPERATION. COORDINATE REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. 7. PROVIDE ACCESS PANELS AS REQUIRED TO MAINTAIN EQUIPMENT, ACCESS VALVES AND DAMPER OPERATORS. 8. COORDINATE LOCATION OF THERMOSTATS AND ALL WALL MOUNTED EQUIPMENT, WITH THE TECHNICAL REPRESENTATIVE. LOCATIONS AS SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. LOCATE THERMOSTATS 4' -0" AFF. UNLESS NOTED OTHERWISE. 9. PROVIDE UNIT SUPPORT PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE MATERIALS AND SERVICES INCLUDING BUT NOT LIMITED TO, ADDITIONAL STEEL, SUPPORT BRACKETS, HANGERS, ACCESSORIES, AND STRUCTURAL ENGINEERING AS REQUIRED TO SUPPORT EQUIPMENT. 10. MAINTAIN 10' -O" CLEARANCE BETWEEN OUTSIDE AIR INTAKE AND EXHAUST OUTLET. 11. PROVIDE FRAMING, CUTTING, BLOCKING AND PATCHING AS REQUIRED. 12. MAINTAIN 3' -0" CLEARANCE FROM EXHAUST OUTLET TO OPERABLE WINDOW OR DOOR. SYMBOL XXX I--•- DN I + DN *Es UP VD RA/EA RG -1-' SA SA t'-I- RA/EA ICI SD 11101■11, IAA EA DESCRIPTION DIFFUSER, REGISTER OR GRILLE CALL OUT CFM AMOUNT DUCT OFFSET DOWN IN FLOW DIRECTION DUCT OFFSET UP IN FLOW DIRECTION DUCT WITHOUT INSULATION INSULATED DUCT UNDERGROUND OR ATTIC DUCT W/ INSULATION ALTERNATE DUCT DUCT FLEX CONNECTION VOLUME DAMPER RETURN AIR OR EXHAUST AIR DUCT RETURN AIR GRILLE SUPPLY AIR OUTLET, SIDEWALL SUPPLY AIR DUCT RETURN AIR OR EXHAUST AIR DUCT SUPPLY GRILLE OR DIFFUSER OPEN AREA INDICATED ACTIVE ELEMENTS (4 WAY IF HATCH IS NOT SHOWN) LINEAR DIFFUSER EXHAUST AIR DUCT, EXHAUST AIR GRILLE TRANSITION - RECTANGULAR TO ROUND RECTANGULAR ELBOW WITH TURNING VANES SWITCH el R THERMOSTAT EQUIP ID# EQUIPMENT LOCATION -NG- • 0 MOD NG MOTOR OPERATED DAMPER NATURAL GAS PIPE PIPE/DUCT ELBOW DOWN PIPE/DUCT ELBOW UP BALL VALVE APPLIANCE REGULATOR TWO WAY VALVE DIRT LEG CLEARANCE REQUIREMENT MECHANICAL / ELECTRICAL COORDINATION ITEM NO. EQUIPMENT CONTROL EQUIPMENT REMARKS PROVIDED UNDER DIVISION FURNISHED /MOUNTED UNDER DIVISION WIRED UNDER DIVISION VOLTS DESCRIPTION VOLTS PH .5" WG 32' Lx12.25 "Wx8.5 "H 76 120 15 16 15 16 N/A 15 16 N/A BV -1 BLENDING UNIT VENTILATOR 120 1 X 4" 4" X DECO 1, 2, 3 X REMARKS: 1. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS 2. BASIS OF DESIGN: ALDES A. OR APPROVED EQUAL. 3. PAINT TO BE COORDINATED WITH TECHNICAL REPRESENTATIVE 4. PROVIDE WITH BACKDRAFT DAMPER AND INSECT SCREEN 1,2 - SWITCHES (ON, TIMER) 120 1 X X X 1 T THERMOSTAT 24 1 X X X 1 REMARKS: 1 - VERIFY QUANTITY FROM PLANS (TYPICAL ALL) 2 - DISCONNECT SWITCH BLENDING UNIT VENTILATOR MARK CFM EXTERNAL STATIC DIMENSIONS ELECTRICAL COMMENTS WATTS VOLTS PHASE BV -1 90 .5" WG 32' Lx12.25 "Wx8.5 "H 76 120 1 1, 2, 3 NOTE: 1. COORDINATE THE CONSTANT AIRFLOW REGULATORS (CAR'S) WITH THE MANUFACTURER. 2. PROVIDE WITH SPEED CONTROL 3. BASIS OF DESIGN: ALDES AMERICAN A. OR APPROVED EQUAL. GRILLE AND DIFFUSER SCHEDULE MARK CFM STATIC PRESSURE INLET OR NECK SIZE DUCT CONNECTION LOCATION I MODEL # REMARKS 720 SG -1 90 <.08" WG 6" 6" CEIUNG DECO 1, 2, 3 OG -1 65 <.08" WG 6" 6" WALL WALL CAP 1, 2, 3, 4 RG -1 25 <.08" WG 4" 4" WALL DECO 1, 2, 3 REMARKS: 1. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS 2. BASIS OF DESIGN: ALDES A. OR APPROVED EQUAL. 3. PAINT TO BE COORDINATED WITH TECHNICAL REPRESENTATIVE 4. PROVIDE WITH BACKDRAFT DAMPER AND INSECT SCREEN 2006 WSVIAQ DUCT LOCATION 1 RESIDENCE CODE FLOOR AREA NUMBER OF BEDROOMS CODE REQUIRED VENTILATION VENTILATION PROVIDED NOTES 0810.03.1101A 720 1 55 -83 CFM 65 CFM IN CEMENT SLAB OR IN GROUND 1 1. VENTILATION PROVIDED PER THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, TABLE 3 -2 MINIMUM INSULATION THICKNESS DUCT LOCATION 1 MIN VALUE INOTES ON ROOF OR ON EXTERIOR OF BUILDING R -8 WITH WEATHERPROOF BARRIER 1,3 ATTIC, GARAGE, CRAWL SPACE, IN WALLS, IN FLOOR /CEILING R -8 1,2,3 WITHIN CONDITIONED SPACE OR IN HEATED BASEMENTS R -8 1,3 IN CEMENT SLAB OR IN GROUND R -5 1,3 NOTES: 1. THICKNESS OF INSULATION IS DEFINED AS THE THICKNESS OF THE BASIC INSULATING MEDIUM NOT INCLUDING FINISHING MATERIALS. 2. INSULATION MAY BE OMITTED ON THAT PORTION OF A DUCT WHICH IS LOCATED WITHIN A WALL OR FLOOR /CEILING SPACE WHERE BOTH SIDES OF THIS SPACE ARE EXPOSED TO CONDITIONED AIR AND WHERE THIS SPACE I5 NOT VENTILATED OR OTHERWISE EXPOSED TO UNCONDITIONED AIR. 3. REFER TO SEATTLE ENERGY CODE FOR ADDITIONAL REQUIREMENTS. DRAWING NOTES: 1. LEAD PAINT IS PRESENT AT THIS RESIDENCE. REFER TO SPECIFICATIONS SECTIONS 01011 AND 02080 FOR REGULATED MATERIALS ABATEMENT. 2. SEE RESIDENCE #0810.03.110113 FOR ADDITIONAL HVAC MODIFICATIONS TO SATISFY WSVIAQ CODE. t 0-1'1 7 Mr -w. - -- SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUK MLA JUL 14.2010 PERMIT CENTER EXPIRES: 9/08/2010 S.M.STEMPER ARCHITECTS A rroe..ioma Limited qua Courpuu 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98100 (800) 004 -8477 • FAX (aoa) 624-era THE GRBENBUSCH GROUP, INC ArOrriCAITION1001. .-- 1181118 M WIC L s 2oI)'Ir375 -0009 shier ale-0e 1 FAX 0810.03.1101A 0 a. J z 0 z ce w 1- z z 0 CD MPROVEMENTS >- 0 w w ce cn w 0 z U ce AIP NUMBER 5-53- 0058 -040 z 0 z DATE ISSUED 7/1110 BID PACKAGE M -15 100% CD PROJECT ENGINEER CA PROJECT MANAGER DO DRAWN CA,DO &MM LEGENDS, SCHEDULES, ABBREVS., GENERAL NOTES, & DWG INDEX M1.0 0810.03.1101A WORK THIS FLOOR IS SHOWN ON RESIDENCE ,#0810.03.1101 B r (E)WH CEU G FAMILY ROOM SEE RESIDENCE #0810.03.1101 B FOR ADDITIONAL HVAC MODIFICATIONS TO SATISFY WSVIAQ CODE. STORAGE E)FUP, ►-1 (E)SG 1ATI4 1 (E)SG ►y•4 BEDROOM STORAGE BASEMENT MECHANICAL PLAN SCALE: 1/4. = 1' -0" BEDROOM 4 (E)SG r, SEE BATH 2 SEE OFFICE 3 NORTH TYP BEDROOM BS�1 3 FAMILY ROOM UPPER FLOOR MECHANICAL PLAN 65 25 SEE SCALE: 1/4" = 1' -0" C1NORTH 1 (E)SG KITCHEN BATH 1 DINING ROOM BI=DRO 3M 2 (E)SG (E)SG LIVING ROOM (E)SG BEDROOM (E)SG MAIN FLOOR MECHANICAL PLAN SCALE: 1/4" = 1' -0" INSTALL PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS RETURN AIR DUCT OUTSIDE AIR DUCT 16" MIN HOLD TIGHT TO STRUCTURE ATTIC FILTERS ACCESS MOTOR ACCESS INSTALL UNIT WITH SUFFICIENT CLEARANCE FOR FILTER REPLACEMENT NOTES: 1. VERIFY UNIT ORIENTATION BEFORE INSTALLATION. 2. INSULATE ALL DUCT AS SCHEDULED. BLENDING UNIT INSTALLATION DETAIL SCALE: NONE DUCT PER PLAN SHEETMETAL TRANSITION TO DIFFUSER NECK SIZE FIELD FABRICATE PLENUM BEHIND CEILING GRILLE CAULK FOAM BACKER ROD ARCHITECT TO PROVIDE 2X4 BLOCKING TO SUPPORT CEILING CUTTING FLOOR OR CEILING JOIST CEILING SLEEVE AND ESCUTCHEON GRILLE NOTES: 1. INSTALL DIFFUSERS AND GRILLES PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SEE PLANS FOR VOLUME DAMPER LOCATIONS. CEILING GRILLE INSTALLATION DETAIL SCALE: NONE NORTH DUCT PER PLAN SHEETMETAL TRANSITION TO DIFFUSER NECK SIZE DRAWING NOTES: 1, FIELD VERIFY OUTSIDE AIR INLET LOCATION IS AT MINIMUM 10 FEET AWAY OR 2 FEET BELOW ANY HAZARDOUS OR NOXIOUS SOURCE PER SMC 4015.1. 2. HEATING IS PROVIDED BY PARTIALLY DUCTED FURNACE SYSTEM. FLAG NOTES: QV -1 AND DUCTWORK ROUTED IN SOFFIT. COORDINATE SOFFIT AND ACCESS HATCH FOR MAINTENANCE WITH TECHNICAL REPRESENTATIVE. ELECTRICIAN TO PROVIDE PROGRAMMABLE TIMER SWITCH BY TECHNICAL SPECIFICATIONS SECTION 16100. AFFIX A LABEL TO THE CONTROLLER THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)" PER WSVIAQ 303.4.2.2. TRANSITION DUCT TO AIR TERMINAL NECK SIZE IMMEDIATELY BEFORE MAKING FINAL GRILLE OR DIFFUSER CONNECTION. PROVIDE CUTTING AND PATCHING AS REQUIRED TO INSTALL OUTSIDE AIR INLET, REFER TO ARCHITECTURAL DRAWINGS AND TECHNICAL SPECIFICATIONS. INSULATE ALL DUCT AS SCHEDULED. REFER TO THE MINIMUM INSULATION THICKNESS SCHEDULE ON M1.0. REMOVE THE EXISTING THERMOSTAT AND PROVIDE SEC 1412.4 COMPLIANT THERMOSTAT AS SPECIFIED. AFFIX A LABEL TO THE CONTROLLER THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)" PER WSVIAQ 303.4.2.2. CAULK FOAM BACKER ROD WALL CAP SLEEVE AND ESCUTCHEON WALL NOTES: 1. INSTALL WALL CAP PER MANUFACTURER'S WRITTEN INSTRUCTIONS. WALL CAP INSTALLATION DETAIL SCALE: NONE DUCT PER PLAN CAULK FOAM BACKER ROD SIDEWALL GRILLE SHEETMETAL TRANSITION TO DIFFUSER NECK SIZE SLEEVE AND ESCUTCHEON WALL NOTES: 1. INSTALL SIDEWALL GRILLE PER MANUFACTURER'S WRITTEN INSTRUCTIONS. (0 -1 7 -7 SEPARATE PERMIT AND APPROVAL WALL GRILLE INSTALLATION DETAIL REWIRED SCALE: NONE -- NOV ,.. RECEIVED CITY OF TUKWILA JUL 14 2010 PERMIT CENTER EXPIRES: 9/08/2010 S.M.STEMPER ARCHITECTS A Pznteeeiemel limited liability Camyuny 4000 DELRIDGE WAY SW SUITE 200 • WATTLE, AA 00100 (800),084 -8777 • FAX (006) 624 -8975 THE GREENBUSCH GROUP, INC i PANEL MP LOCATION: SERVING: 1201240 VOLT, 22,000 PC, 1 PHASE, 3 WIRE. 200 AMP with MAIN BKR CKT LOAD DESCRIPTION TYPE KVA NP PHASE NP KVA TYPE LOAD DESCRIPTION CKT 1 3 5 7 9 11 13 15 17 19 EXIST CKT EXIST CKT EXIST CKT EXIST CKT EXIST CKT EXIST CKT EXIST CKT SPACE SPACE 20/2 20/1 2011 2011 20/1 20/1 20/1 A A A A B B B B 20/2 20/1 20/1 20/1 20/1 20/1 20/1 ** 20/1 0.12 EXIST CKT EXIST C KT EXIST C KT EXIST C KT EXIST CKT EXIST CKT EXIST CKT BLENDING UNIT SPAC E 2 4 6 8 10 12 14 16 18 20 LOAD TYPE L R M H WH D A LM TOTAL LOADS CONN. LOAD TELL LOAD ISOLATED GROUND BUS ❑ RAINTIGHT NEMA-3R ENCLOSURE 0.12 0.12 0.12 KVA 0.50 AMP 0.12 0.03 ❑ FEED THRU LUGS a MAIN BKR SHUNT TRIP ❑ PANEL SKIRTS O DOUBLE LUGS ❑ SERVICE ENTRANCE LABEL ❑ INTEGRAL TVSS 15 KVA 0.63 AMP ❑ SURFACE FLUSH REMARKS: ** PROVIDE NEW SQ -D BREAKER TO MATCH EXISTING SYSTEM. KITONEN 5ATk 1 D INING ROOM DIVING ROOM 1 3E IDRQOM 1 MAIN FLOOR PLAN 1/4" = 1' NORTH ELECTRICAL LEGEND LIGHTING OR POWER PANEL DESCRIPTION a BRANCH CIRCUIT WRING AND CONDUIT AS REQUIRED FOR CKTS DEVICES AND EQUIP INDICATED ON PLANS. (WIRING AND CONDUIT SIZE MAY NOT APPEAR ON PLANS). PROVIDE CONDUCTORS AND CONDUIT PER NEC CODE, X12 AWG, 1 /2"C, MIN. EMT OR RIGID STEEL 1 INDICATES EQUIP GND. INDICATES ISOLATED GROUND. 1II DESCRIPTION EQUIPMENT CONNECTION, SEE EQUIPMENT CONNECTION SCHEDULES FOR SPECIFIC REQUIREMENTS. DAMPER CONNECTION NON — FUSED DISCONNECT SWITCH 0 MAST, WEATHERHEAD TOGGLE TYPE MOTOR DISCONNECT SWITCH WITH THERMAL OVERLOADS BRANCH CIRCUIT HOME RUN SMOKE DETECTOR ELECTRICAL METER TIMER OPERATED SWITCH AERIAL SERVICE CONDUCTORS, COORDINATE WITH U11UTY. THERMOSTAT ELECTRICAL - PROJECT NOTES 1, CONTRACTOR AND THEIR SUBCONTRACTORS TO HAVE ACCESS TO HOUSE BETWEEN 8:00 AM TO 5:00 PM, ALL ELECTRICAL WORK FOR EACH DAY MUST BE COMPLETED IN THAT TIME PERIOD. 2. ISOLATED DEMOLITION OF WALL AREAS TO FACILITATE INSTALLATION OF ELECTRICAL DEVICES SHALL BE LIMITED, PATCHED AND PAINTED AFTER ' + ^:K IS COMPLETED. 3. MAXIMUM POWER OUTAGE IS TO BE NO LONGER THAN EIGHT HOURS. POWER MUST BE PROVIDED AT EACH UNIT BEFORE 8:00 AM & AFTER 5:00 PM. 4. WHERE NEW ELECTRICAL EQUIPMENT OR DEVICES REPLACES EXISTING, CUT AND PATCH AS REQUIRED. REMOVE ALL PAINT LINES, PROVIDE SHEET ROCK, TAPE AND TEXTURE AND PAINT TO FILL ALL HOLES LEFT FROM EXISTING CONDITION OR NEW ROUGH —IN. PAINT TO MATCH SURROUNDING CONDITIONS. ELECTRICAL PLAN NOTES 0 PROVIDE SMOKE DETECTOR WITH BATTERY BACK —UP. SEE SPECIFICATION SECTION 16100. PROVIDE INSTALLATION ON CEILING PER DETAIL AND MANUFACTURER INSTRUCTIONS. REPLACE ANY EXISTING DETECTOR AT THIS LOCATION AND PATCH EXIST CEILING. O PROVIDE COMPLETE POWER AND CONTROL CONNECTION FOR BLENDING UNIT. COORDINATE WORK WITH MECHANICAL DRAWINGS. O PROVIDE TIMER SWITCH AND COMPLETE CONNECTIONS TO BLENDING UNIT. SEE SPECIFICATIONS FOR TYPE. SEE MECH D FOR LOCATION. 0 HOME RUN CIRCUIT TO PANEL —MP AND MAKE ALL CONNECTIONS COMPLETE. SEE GENERAL REQUIREMENTS FOR ANY CEILING OR WALL PENETRATION WORK. O EXISTING PANEL PROVIDE NEW BREAKER AND 2112&G TYPE NMB CONDUCTOR FOR BLENDING FAN. SEE PANEL SCHEDULE. SEE GENERAL REQUIREMENTS FOR ANY CEILING OR WALL PENETRATION WORK. UPPER FLOOR PLAN 1/4" = 1' b tam- 177 � P�— �QU/q� RECEIVED CITY OF TUICIMLA JUL 1 Li 2010 PERMIT CENTER S. M ISTEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 99106 (206) 624 -2777 ° FAX (2043 624 -2978 IN•INIENS, 1110 NO 114 . wile WI 101011111111101 A on RIR ND MI UN 0810.03.1101A KING COUNTY INTERNATIONAL AIRPORT RESIDENTIAL AIRCRAFT NOISE REMEDY IMPROVEMENTS AIP NUMBER 5 -53 -0058 -040 SEATTLE WASHINGTON DATE 7/1/10 ISSUED BID PACKAGE M -15 100% CD PROJECT ENGINEER JO PROJECT MANAGER ML &TF DRAWN LB &JH ELECTRICAL PLAN E1.0 0810.03.1101A KING COUNTY INTERNATIONAL AIRPORT RESIDENTIAL AIRCRAFT NOISE REMEDY IMPROVEMENTS PROGRAM - C00570C10 BID PACKAGE M -15 5- 53- 0058 -040 SITE AND BUILDING INFORMATION JURISDiCTION: Department of Flaming and Development City of Seattle, WA APPLICABLE CODES: 200b Seattle Residential Cods, International Fire Code, International Mechanical Code ZONING: SF1200 OCCUPANCY: (No Charr�& SINGE FAMILY RESIDEN-CE CONSTRUCTION TYPE: (No Change) V 5 NON SPRNKLiED 14o permitted information is availablee. BUILDING AREA: No change to building footprint. Addition:. 0 ef. Remodel: 0 ef. Sound i�rsulatron: 819 ef. DRAWING INDEX TOD TITLE SHEET, PROJECT INFO. A1.0 FLOOR PLANS 4 NOTES A20 WINDOW TYPES, SCI- PULE 4 DETAILS A2.1 DOOR TYPES, SCHEDULE 4 DETAILS A22 MISCELLANEOUS DETAILS A23 WINDOW FLAB1-111.4 DETAILS MB LEGENDS, SG EDULE& ABBREV, GENERAL NOTES 4 DWG INDEX M20 BASEMENT MECHANICAL PLAN AND DETAILS EIO ELECTRICAL PLAN PROJECT DIRECTORY KING CaUNT1-r INTL. AIRPORT: Sound lrsulatron Program King County International Airport 1211 Perimeter Road South Seattle WA 98108 Ph: 206. 263. 9233 Fax: 206.296.0190 Contact: Sharp Parker E-mail: Sharyn,Parkerskingcountygov AIRG14f 1 CT: Si" i. $temper Architects P11CC 4000 Delridge Way SW, Suite 200 Seattle, WA 95106 Fit 206. 624. 2TI1 Fax: 206.624.2913 Contact: Jerry Osborn, Melody Leung, Tim Fenlason, E -ma11: jerryesmetempencom melodyeemetemper con timIemstemper.com ACOUSTICAL ENGINEER SSA Acoustics 222 Etruria Street, Suite 100 Seattle WA 98109 Ph: 206. S39.0S19 Fax: 206.839.0824 Contact: Mohamed Art Allaoua E -mail: mohamediaaaacoustrca.com MECHANICAL. ENGINEER The Greenbuach Group 1900 West Nrde erreon 51, Suite 201 Seattle, WA 98119 Ph: 206.31&0569 Fax: 206.310. 0641 Contact: Derek Orkney E-mail: derekoigreerimechcom ELEC1RICAL ENGINEER Tres West Engineers 2102 S. 42nd Street, Suite 301 Tacoma, WA 98409 Ph: 253. 412. 3300 Fax: 253.412.3463 Contact: Brent Rollins E -marls bcretreseuleat.com REGULATED MATERIALS: PBS Engineering and Environmental 2511 Eastlake Ave. E, Suite 100 Seattle, WA 98102 Ph: 206. 232. 9639 Fax: 206.162. 41130 Contact: Tim Ogden E -mail: tin ogdenapbeerwrcm DESIGN SUPPORT SERVICES The Jones Payne Group 123 North Waahington St. V00 Boston, MA 0211 Contact: Tim Fe laeon/ Jim Cornwell E -marl: JCornuellejonespayrrecom FILE COPY Permit No. t ta' L'17 Phil review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt (If approved Field Copy and conditions is acknowledged: By. Date: City Of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: ,L�J�Mechanical I tlectrical numbing filas Piping T I lcVj l a REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2010 titiL 141-1. City of Tukwila BUILDING DiVIRinni RECEIVED D CITY OF TUKIMLA JUL 14 2010 PERMIT CENTER S.M.STEMPER ARCHITECTS A Profeidomil Limited Liability Company 4000 DELRWGE WAY SW SUITE 200 • SEATTLE, WA 96106 (211O) 824 -2771 • FAX (2D) b24 -2979 0810.03.11018 7/1/10 0 IOC W 0 c Z W CO W 0 cry 0 z rm� W 0 W ct MPROVEMENTS AP NUMBER 5-53. 0058-040 DATE 711110 ISSUED BID PACKAGE M -15 100% CD PROJECT ARCHITECT Jo PROJECT MANAGER ML &TF DRAWN LB&JH PROJECT INFORMATION, DRAWING INDEX, VICINITY MAP DIRECTORY T0.0 0810.03.1101B KEYNOTES T TO T T L EXI TI NT L TI 0 T IL T + lU , AY. TI Y. `S L TS IN1E UJIT II {E? 3 L\ N , 0 I"10 (EI L.v ! T T (, ) T L T ©I ltd t +! - �•� ;T°I Y. R I TI�, A:,,, f. T© AT ( ? X AT& I SENNT AT VAR . ,. • TI . T T T AT 3. T T, AILS. T LV T TO P ITA T T, A IP "�► RTOEL I+ �1T LE INST TAT;►»al ACCESS TO SITE AND PARKING T T ' f TAT I IP I.;- yTl I TO LEGEND TI CC4 PRE AIR T IT. REVIEWED FOR T p CODE COMPLIANCE APPROVED JUL 0 1' City of Tukwila BUILDING nivislow RECEIVE. n CITY OF TEJ' 'LA JUL 14 2.010 PERMIT CENTER S M.STEMPER ARCHITECTS ror dunal Limited Liability Compare 4000 DELRIDGE WAY SW 00 • SEATTLE, WA 90106 77 • FAX (80(1) 524 -2879 AIP NU BER 5-5 -OMB— DATE CEDED BID PACKAGE E CD PROJECT ARCHITECT J PROJECT MANAGER MLT DRAWN FLOOR PLANS NOTES A1.0 0810.03.1101 B WINDOW TYPES SLIDER 2 FIXED WJ GRIDS WINDOW SCHEDULE WIND. NO ROOM LOCATION WIND. TYPE SIZE W x H TRIM FINISH INT./ EXT. REMARKS EGRESS DETAIL SET A FAMILY ROOM 2 2' -S "x13' -10' PAINT/PAINT SAFETY GLAZING REQUIRED VA2 J EI FAMILY ROOM 2 2' -7' x S' -9" PAINT/PAINT SAFETY GLAZING REQUIRED VA20 C FAMILY ROOM 1 3' -11" x 2' -10" PAINT/PAINT I/A20 D FAMILY ROOM I 3' -IP' x 2' -1I" PAINT/PAINT VA2o E FAMILY ROOM 1 3' -10" x 2' -1I" PAINT/PAINT VA20 F FAMILY ROOM I 3' -10" x 2' -11" PAINT/PAINT PAINT/PAINT VA20 VA20 G BEDROOM 1 I 3' -10" x 2' -I0" (E) • EXISTING GARERILLY LIFT (E) WJALL. UNDERLAYh1ENT AND INSTALL TOP EDGE OF SELF- ADHERING MEMBRANE AGAINST SFIATHNG. L.AP (E) WALL UNDERLA'Y'MENT OVER TOP OF SELF -ALRNC MEMBRANE. TYP AT HEAP AND JAMB REMOVE (E) T -1I1 SIDING AS RI:Q'D FOR INSTALLATION GF WINDOW ASLY 4 FLASHING. REPLACE: W/ NEW SIDING 1 PANT TO MATCH (E) SIDING PRE- PRIMED, GALV SHEET METAL FLASHING UNDER SELF- APWERING MEMBRANE. COLOR TO BE SELECTED IN THE FIELD TRIM- 'MATCH (E) TRIM. PRIME: ALL &IPES AND PAINT TO MATCH (E) TRIM. COLOR TO BE FIELD DETERMINED BACKER Ft= 1 SEALANT ACOUSTICAL WINDOW ASSEMBLY CAREFULLY CUT BACK (E) T -I1I SIDNG To ALLOW FoR is'EATTACWENT TO RD. PRATING. LIFT (E) WALL UNDERLAYMENT AND INSTALL SELF ADHERING MEMBRANE WINDOW NAILING FLANGE AGAINST SHEATHING. INSTALL SECOND LAYER OF SELF ADHERING MEMBRANE OVER NAILING FLANGE AND LAP UNDER (E) WALL UNDERLAIMENT. CAULK, TOOL FLUSH, AND PAINT FASTENER DADS AND ANY CRACKS WHICH DEVELOP N SIDING PROM INSTALLATION CF FLASHING (E) T -I1I SIDING (E) WALL UNDERI-AYMENT (E) 1/2" EXT. S1. EATHNG TRIM- MATCH (E) TRIM. PRIME ALL SIDES AND PAINT TO MATCH (E) TRIM: COLOR TO BE FIELD DETERMINED BACKER ROD 4 SEALANT ACOUBTICAL WINDOW ASSEMBLY 0 WINDOW HEAD ACCJSTICAL WINDOW ASSEMBLY BACKER ROD 4 SEALANT WINDOW NAIL FLANGE WINDOW JAMB (E) GWE (E) WALL UNDERLAYMENT (E)!¢" EXt. SHEATHING SELF ADHERING MEMBRANE HARDWOOD TRIM TO MATCH (E), PAINTIBTAIN TO MATCH (E) TRIM WD. JAMS LINING. FINISH TO MATCH (E) SEALANT 1 BACKER ROD (E) GWB LLD JAMB LINING SEALANT TRIM- MATCH (E) TRIM. PRIME ALL 5IDES AND PAINT TO MATCH (E) TRIM. COLOR TO EE FIELD DETERMINED CAREFULLY REMOVE (E) t -I11 SIDING FOR INSTALLATION OF WINDOW ASSEMBLY ANP TRIM. REPLACE WI NEW SIDING AS MOM TO MAINTAIN COURSING 4 PAINT TO MATCH (E) SIDING (E) In" ExT. 51- BATHING WINDOW SILL BACKER ROD 4 SEALANT 3/4" IUD. SILL - STAIN TO MATCH (E) HARDWOOD TRIM TO MATCH (E), PANT/STAIN TO MATCH (E) TRIM SELF - ADHERING MEMBRANE (E) GLIB T -111 SIDING - WINDOW DETAIL SET 3 "= 1' -/'{II WINDOW AND DOOR TYPE NOTES L NOTE: WHERE SAFETY GLAZING IS INDICATED, BUT NOT SCHEDULED IN SECTION 08800 ALL UNLAMNATEP GLAZNG PANELS N THAT UNIT ARE TO BE TEMPERED. LAMMED GLAZNG PANELS NEED NOT CONTAIN TEMPERED GLASS, BUT SHALL BEAR IDENTIFICATION AS SAFETY RATED GLAZING PER CODE. 2. SLIDING: GLASS DOORS SHALL MATCH THE OPERATION OF THE EXISTING SLIDING GLASS DOORS THEY REPLACE OR COVER 3. FIELD VERIFY ALL EXISTING WINDOW AND DOOR OPENING DIMENSIONS. b (0.1.1"7"1 REVIEWED FOR CODE COMPLIANCE APPRAVED JUL 2 0 2010 City of Tukwila BUILDING DIVISI N1 RECEIVED CITY OF TUKWILA JUL 14.2010 PERMIT CENTER S.MSTEMPER ARCHITECTS A Fradewional limited Liability Company 4000 DELR]DGE WAY SW SUITS 200 • SEATTLE, WA 98106 (808) 924 -2777 FAX (205) 024 -8073 V1 /10 0810.03.1101B MPROVEMENTS AIR NUMBER 5-53-0058-040 z 0 cto H z x W co DATE 7/1110 ISSUED BID PACKAGE M -15 100% CD PROJECT ARCHITECT JO PROJECT MANAGER ML &TF DRAWN LBBJH WINDOW TYPES, SCHEDULE & DETAILS A2.0 0810.03.1101B DOOR TYPES ❑ ❑ FLUSH SCW INTERIOR DOOR FLUSEI SCW W/ Six PANELS C EXTERIOR SINGLE LEAF STORM W/ 6AITY GLAZING DOOR SCHEDULE DOOR NO ROOM LOCATION DOOR TYPE SIZE W x H FINISH INT./ EXT. HARDWARE SET 1 FINISH KNOB 1 LEVER SET LOCK SET DETAIL SET 1 STORAGE A 2' -6' x 6' -1' PAINT/PAINT 14U-I / 619 DK -I LOCK -1 I /A2.I 2 FAMILY ROOK B 2'4" x 6' -8" PAINT/PAINT Will -1 1 619 DK -I LOCK -1 2 /A2J 3 STORAGE A 2' -8" x 6' -6" PAINT/PAINT 14U-I / 619 DK -I LOCK -1 2/A2.1 4 FAMILY RQOI'I C 2' -8" x 6' -8" PAINT/PAINT 1 /A2J WINDOW AND DOOR TYPE NOTES 1 NOTE: WHERE SAFETY GLAZING I3 INDICATED, BUT NOT SCHEDULED IN `SECTION MOO ALL L NLAMNATED GLAZING PANELS N THAT UNIT Ale TO BE TEMPERED. LAMINATED GLAZING PANELS HEED NOT CONtAN TEMPERED GLASS, BUT SHALL BEAR IDENTIFICATION AS SAFETY RATED GLAZING PER CODE. 2. GLIDING GLASS DOORS SHALL MATCH THE OPERATION C7F THE EXISTING SLIDING: GLASS DOORS THEY REPLACE OR COVER. 3. FIELD VERIFY ALL EXISTING WINDOW AND DOOR OPENING DIMENSIONS. REFINE (E) T -I1I SIDING AS REQ'D FOR NSTALLATION OF DOOR ASSEMBLY * TRIM. REPLACE W/ NEW SIDING 4 PAINT TO MATCH (E) SIDING CAREFULLY LIFT (E) WALL UNDERI.AYMENT AND INSTALL TOP EDGE OF SELF- ADHERING MEMBRANE AGAINST SHEATHING. LAP (E) WALL UNDERLAYMENT OVER TOP OF SELF-API-804 MEMBBRANE. TYP AT HEAD AND JAMB FRE- PRIMED, GALV SHEET METAL FLASHING LNDER SELF - ADHERING MEMBRANE. COLOR TO BE 6ELEcTED IN THE FIELD CONTINUOUS SEALANT BEHIND Z BAR FRAME STORM DOOR PER SCHEDULE 2' MIN. SELF ADHERING: MEMBRANE (E)) " EXT. BFE' ATHMG DOOR HEAD CAREFULLY CUT BACK (E) t -111 5IDNG TO ALLOW FOR REATTACHMENT TO R.O. FRAMING. LIFT (E) WALL LNDERLAYMEHT AND INSTALL SELF ADHERING MEMBRANE WINDOW NAILING FLANGE AGAINST SHEATHING. INSTALL SECOND LAYER OF SELF ADHERING MEMBRANE OVER NAILING FLANGE AND LAP UNDER (E) WALL LNPERI-AYMENT. CAULK, TOOL. FLUSH, AND PAINT FASTENER HEADS MD ANY CRAG$ WHICH DEVELOP IN SIDING FROM INSTALLATION OF FLASHING (E) T -1I1 SIDING CONTINUOUS SEALANT ISEHNP Z 13AR FRAM BMW DOOR PER SCHEDULE HARDWOOD TRIM TO MATCH (E), PAINT/STAN 10 MATCH (E) TRIM WOOD FRAME KERF AS REQUIRED FOR WEATHER STRIPPING INSTALLATION CONTINUOUS WEATHER STRIPPING DOOR PER SCHEDULE KEW AS REQUIRED FOR WEATHER STRIPPING INSTALLATION CONTINUOUS UEATHER- STRIPPING JAMB BEYOND t-47. PIA 0 /'a" MIN. DOOR JAMB WOOD DOOR PER SCHEDULE DOOR SHOE 2' MN. AUTOMATIC DOOR SWEEP ALUMINLM THRESHOLD ADJUSTABLE SWEEP DOOR SILL (E))' EXT. SHEATHING EXISTING FRAMING HARDWOOD TRIM TO MATCH (E), PAINT/STAIN TO MATCH (E) TRIM FILL CAVITY W/ 13Att NSULATION DOOR PER SCHEDULE T -111 SIDING - DOOR DETAIL SET 3 " =1' -011 Wool) BLOCKING (E) X" GWB !BACKER ROD AND SEALANT CONTINUOUS WOOD TRIM WOOD FRAME SURFACE APPLIED CONTINUOUS WEATHER STRIPPING KERF N CONTINUOUS WEATHER STRIPPING WOOD BLOCKING BACKER ROD AND SEALANT CONTINUOUS WOOD TRIM WOOD FRAME DOOR HEAD SURFACE APPLIED C.ONTINUGUS !LEATHER STRIPPING KERF IN CONTINUOUS WEATHER STRIPPING r CONTIM JOUS WOOD TRIM N ER1OR DOOR PER SCHEDULE 444, DOOR JAMB DOOR SILL EXISTING FRAMING CONTINUOUS WOOD TRIM DOOR PER SCHEDULE INTERIOR DOOR DETAIL SET 3 "= 1' -0" (0--n7 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2010 City of Tukwila BUILDING DIVIRIOM RECEIVED CITY OF TUKWIMA JUL 14 2010 PERMIT CENTER s.1VISTEMPER ARCHITECTS A Prodeeeianal Limited Liability Company 4000 DELRIDGE WAY SW SU1TE 200 • SEATPLE, WA 98106 (808) 884-8777 • FAX (806) 684 -8979 , /PT STATE OF 0810.03.1101B 11/10 0 0 J 1< z 0 ort z w 1— z 0 .e� z MPROVEMENTS w 2 w w z 0 J AIP NUMBER 5-53- 0058 -040 DATE 711/10 ISSUED BID PACKAGE M-15 100% CD PROJECT ARCHITECT JO PROJECT MANAGER ML$TF DRAWN LB&JH DOOR TYPES, SCHEDULE & DETAILS A2.1 0810.03.1101B CAR EFULLT LEFT (E) WALL UNDERLATMENT AND INSTALL TOP EDGE OF SELF - ADHERING tememE AGAINST SHEATNNG. LAP (E) WALL UNDER-AYMENT O.ER TOP OF SELF- ADHERING MEMBRANE. TYP AT HEAD AND JAMB REMOVE (E) T -1I1 SIDING AS MOD FOR INSTALLATION OF VENT FIXTURE 4 FLASNMG. REPLACE UJ/ NEW SIRING 4 PAINT TO MATC 4 (E) SIDING PRE- PRIMED, GALV SWEET METAL PLASHING UNDER SELF- ADI.RING MEMBRANE. COLOR TO BE SELECTED IN 114E FIELD EXTERIOR 1IENtILATION FIXTURE. REF. MEW.- PANT INTERIOR IW ACOUSTICAL DAr1PI CalloaND. SET N MASTIC AT EXTERIOR TRIM. DL4O- 77 (E) WALL UNDERLAYMENT SELF ADI-IERING MEMBRANE (E))9 EXt 8FE4THNG REPLACEMENT SIDING a REQUIRED. X2 CONTINUGUS BLOCKING, 4 SIDES REVIEWED FOR CODE COMPLIANCE APPPfVED JUL 2 0 2Q10 City of Tukwila BUILDING fIVlglnro AIR INTAKE DETAIL AT EXTERIOR 3" = , - 0" RECEIVED CITY OF TUKWILA JUL 14 2010 PERMIT CENTER s.MSTEMPER ARCHITECTS A Professional limited Liability Company 4000 DEL1UDGE WAY SW SUITE 200 • SEATTLE, RA 98106 (809) 684 -2777 • FAX (205) 824 -2979 0810.03.1101 B i- ce 0 ct < Lei J 0 Qw° H [i Z Z W CO UN-- 0 Z Z J Z 61-1� 44 !� W O rt (9 J Z W (13. W MPROVEMENTS AIR NUMBER 5-53- 0058 -040 DATE 7/1/10 ISSUED SID PACKAGE M -15 100% CD PROJECT ARCHITECT Jo PROJECT MANAGER ML &TF DRAWN LB&JH MISC. DETAILS A2.2 0810.03.1101B LiFr (E) BLDG. PAPER AWAY LOOSELY mai (E) SHEATHING At JOBS AND i-E4P NOTE: REMOVE (E) SIDING BACK FROM (E) O. AS REQ'D (E) SIDING NOT 6140111N FOR CLARITY'. REPLACE ANI, OR INSTAI-L NIEW SIDING AFTER 11EMBRAIE FLASHING 1-1A5 BEEN INSTALLED. , . LAP SILL MEMBRANE FLASH I-1/2" OVER (E) BLDG. PAPER AT SILL EXTEND 1 BEYOND R.O. At EA END OF SILL. (E) BLDG PAPER AT SILL ADHERE MEMBRANE FLASHING TO OUTSIDE FACE Of WALL 6I-EAT 1-1NG MIN MEMBRANE FLASHING AT SILL 111121ESLYSMERIELafilhg SCALE: NTS LIFT (E) ESLPG. PAPER AWAY LOOSELY FROM (E) SHEATHING AT Joss AND HEAD. (E) eroN3 140• SHOWN FOR culairr. NOTE: REMOVE (E) SIPNG BACK FROM (E) RD. AS REQ'D (E) SIDING NOT 614C4LN FOR cLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. UNDOW NAIL FLAME. EMBED WINDOW I4EAD AND JAk113 NAL FLANGE N SEALANT. ENSURE COMPLETE SEAL BETWEEN Fi.491-111•6 AND WINDOW FLANGES. SEALANT SOLD FLOW CI.1T BEYOND EDGE OF WINDOW FLAME AND S4-CULD FILL FLAME NAIL HOLES. REMOVE EXCESS MATERIAL DO NOT OM FLANGE AT WINDOW SILL (E) LDG. PAPER AT SILL. ........ MEMBRANE FLAWING PREVIOUSLY APPLIED TO wNpow OPENINGS. BEND ANCHORAGE NAILS DOWN • OVER NAIL PLANGE, HEAD ONLY. ELEVATION VIEW NOTE: INSTALL WINDOW PER MFORS 6F'ECIFICATION8 . NOTIFY TECHNICAL REPRESENTATIVE OF DISCREPANCIES WINDOW MEMBRANE INSTALLATION (E) 614EATI-1114 MOVED EDGE Of (E) SIDING, SHOWN PIAGRAIATICALLY. (E) SIDING NOT SWOON FOR CLA1RITY. SCALE: NTS LAY (E)131-PG PAPER 5ACK DOWN OVER FLANGE FLASHING AT JAMBS NOTE: REMOVE (E) SID ACK FROM (E) RD. A6 MOP (E) SIDING 140T SHOIN FOR CLARITY. REPLACE AND OR WALL NEW SIDING AFTER MEMBRANE FLASHING 1-IAS BEEN NSTALLED. r 11.14ERE REQUIRED, TRIM (E) BLDG PAPER AT HEAD TO PREPARE FOR INSTALLATION OF HEAD FLASHNG AND WINDOW TRIM (FOLLOWING STEM. L HEAD. FLASHING PREPARATION SCALE: NTS (E) BLDG. PAPER NOTE: REMOVE (E) SIDING BACK FROM (E) RO. AS REQ'D (E) SIDING NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING WAS BEEN INSTALLED. CUT JAMB FLASHING 4 FOLD AROUND ILINDOW OPENING AS SHOW. EXTEND kir BEYOND EDGE CF OF'ENING AT NEAP, JAMBS, AND SILL. ADHERE MEMBRANE FLASHING TO OUTSIDE FACE OF WALL SHEATHING MEMBRANE FLASHING AT JAMB SCALE: NTS NOTE: REMOVE (E) SIDING BASK FROM (E) le.o. AS REQ'D (E) elms NOT SHOWN FOR CLARIrr. REPLACE AND TALL NEW SIP NG AFTER MEMBRANE FLASHING 14A13 BEEN INSTALLED. 0 3 INSTALL SILL FLAME FLASHING OVER WINDOW NAIL FLANGE AND PLASHING. INSTAL/. WT. METAL HEAD FLASHING moot (E) BLDG PAPER. MEMBRANE FLASHING AT SILL SCALE: NTS NOTE: REMOVE (E) SIPNG BACK FROM (E) RO. A9 REQ'D (E) SIDING NOT el4CIAN FOR cLARirr. REPLACE AND OR INSTALL NEW SONG AFTER MEMBRANE PLASHING HAS BEEN N6TALLED. 11./4 ,,,,:hil.:Hinh,l,!!!!!!.■!.1..1.!!!!!!!!!!PPR ,iEiMiill,i,,,I,,I,HIHIMMil::1111!•!!!!!:!!!!!!!!!!!!,,iii,i,ii,ii,ii,:!!!1::!!!!!!!!11,!!!!!!!!!!..,HHIMM, • nets" EDGE OF (E) 6IDNG, 344CLUN DIAGRAMATICALLY. (E) SIDING NOT 0.1N FOR CLARITY. AU-OW 1/5" CLEARANCE eattupEr4 FLASHING AND BOT. EDGE OF (E) SIDING. TRIMMED EDGE OF (E) BLDG PAPER HEAD FLASHING INSTALLATION SCALE: NTS (E) BLDG. PAPER CUT HEAD FLASHING 4 FOLD AROUND WINDOW OPENING AS SHOUN. EXTEND 1-1/2• BEYOND RO. AT HEAP AND JOSS. ADHERE PENETRATION FLASHING TO OUTSIDE FACE OF WALL S-EAM(11r1P. EACH SIPE OF WALL) MEMBRANE FLASHING AT HEAD SCALE: NTS NOTE: REMOVE (E) sipP4s BACK MOM (E) R.O. AS RE= (E) Siam NOT 61-1OILN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. — INSTALL JAMB FLANGE FLASHING OVER WINDOW NAILING FLAME AND FLASHING. MEMBRANE FLASHING AT JAMB SCALE: NTS MALL HEAD FLANGE FLASHING OVER WINDOW NAILIN G FLANGE AND FLAWING. (E) SIDING (E)13LDG. PAPER BENEATH GOING INSTALL W. BUTT TIGHT TO TRIMMED EDGE OF (E) BIDING. APPLY SEALANT BEAD TO JOINT 13ETILEEN WINDOW TRIM AND SIDING. WOOD TRIM INSTALLATION SCALE: NTS LeAvE cAi' IBETILEEN W111,100W TRIM AND WINDOW FRAME. INSTALL CONT. BEAD OF SEALANT ANp BACKER ROD IN GAP. GENERAL NOTES h MEMBRANE FLASHING 15 SPECIFIED IN 01211 AS %ELF AD•EARNG MEMBRANE PLANING" TYPICALLY REPERED TO AS "PEEL AND STICK' 2: DETAILS 't 2, ANp 3" REFER TO MEMBRANE INSTALLATION PRIOR TO WINDOW INSTALLATION 3: PETALS "5, 11,, AND 1' RIPER TO MEMBRANE INSTALLATION AFTER WINDOW HAS BEEN SET IN PLACE, 61-EM:Pi AND ANCHORED. 4: DETAILS "S AND 9" REFER TO SHEET METAL HEAP FLASHIM. 5: DETAILS 10 REFER TO WOOD TRIM AND CAULK JOINTS. NOTE: REMOVE (E) SIDING BACK FROM (E) R.O. AS FEQ'D (E) BEING NOT 814011N FOR CLARITY. REPLACE AND OR MALI NEW 811,11kIG AMER MEMBRANE FLASHING I4A9 BEEN MULLED. 0 WINDOW FLASHING INSTALLATION SCALE: NTS Diaft,rwri rREVIEWED FOR CODE COMPLIANCE APPRAVED JUL 2 0 2010 City of Tukwila BUILDING niminm RECEIVED CITY OF TUKWILA JUL 1 4 2010 PERMIT CENTER SISTEMPER ARCHITECTS L Frotenional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 90100 (20e) 624-2777 • FAX (208) 024-2979 f:':',TATE Or 0810.03.1101B •11/10 0 0 cez z w <nuti ce 1— z 0 z MPROVEMENTS AIP NUMBER 5-53-0058-040 DATE 711/10 ISSUED BID PACKAGE M-15 100% CD PROJECT ARCHITECT Jo PROJECT MANAGER M L &T F DRAWN LB &J H WINDOW FLASHING DETAILS A2.3 0810.03.1101B \ \\,, \\\ \\\\\\\\ MEMBRANE FLAWING PREVIOUSLY APPLIED TO wNpow OPENINGS. BEND ANCHORAGE NAILS DOWN • OVER NAIL PLANGE, HEAD ONLY. ELEVATION VIEW NOTE: INSTALL WINDOW PER MFORS 6F'ECIFICATION8 . NOTIFY TECHNICAL REPRESENTATIVE OF DISCREPANCIES WINDOW MEMBRANE INSTALLATION (E) 614EATI-1114 MOVED EDGE Of (E) SIDING, SHOWN PIAGRAIATICALLY. (E) SIDING NOT SWOON FOR CLA1RITY. SCALE: NTS LAY (E)131-PG PAPER 5ACK DOWN OVER FLANGE FLASHING AT JAMBS NOTE: REMOVE (E) SID ACK FROM (E) RD. A6 MOP (E) SIDING 140T SHOIN FOR CLARITY. REPLACE AND OR WALL NEW SIDING AFTER MEMBRANE FLASHING 1-IAS BEEN NSTALLED. r 11.14ERE REQUIRED, TRIM (E) BLDG PAPER AT HEAD TO PREPARE FOR INSTALLATION OF HEAD FLASHNG AND WINDOW TRIM (FOLLOWING STEM. L HEAD. FLASHING PREPARATION SCALE: NTS (E) BLDG. PAPER NOTE: REMOVE (E) SIDING BACK FROM (E) RO. AS REQ'D (E) SIDING NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING WAS BEEN INSTALLED. CUT JAMB FLASHING 4 FOLD AROUND ILINDOW OPENING AS SHOW. EXTEND kir BEYOND EDGE CF OF'ENING AT NEAP, JAMBS, AND SILL. ADHERE MEMBRANE FLASHING TO OUTSIDE FACE OF WALL SHEATHING MEMBRANE FLASHING AT JAMB SCALE: NTS NOTE: REMOVE (E) SIDING BASK FROM (E) le.o. AS REQ'D (E) elms NOT SHOWN FOR CLARIrr. REPLACE AND TALL NEW SIP NG AFTER MEMBRANE FLASHING 14A13 BEEN INSTALLED. 0 3 INSTALL SILL FLAME FLASHING OVER WINDOW NAIL FLANGE AND PLASHING. INSTAL/. WT. METAL HEAD FLASHING moot (E) BLDG PAPER. MEMBRANE FLASHING AT SILL SCALE: NTS NOTE: REMOVE (E) SIPNG BACK FROM (E) RO. A9 REQ'D (E) SIDING NOT el4CIAN FOR cLARirr. REPLACE AND OR INSTALL NEW SONG AFTER MEMBRANE PLASHING HAS BEEN N6TALLED. 11./4 ,,,,:hil.:Hinh,l,!!!!!!.■!.1..1.!!!!!!!!!!PPR ,iEiMiill,i,,,I,,I,HIHIMMil::1111!•!!!!!:!!!!!!!!!!!!,,iii,i,ii,ii,ii,:!!!1::!!!!!!!!11,!!!!!!!!!!..,HHIMM, • nets" EDGE OF (E) 6IDNG, 344CLUN DIAGRAMATICALLY. (E) SIDING NOT 0.1N FOR CLARITY. AU-OW 1/5" CLEARANCE eattupEr4 FLASHING AND BOT. EDGE OF (E) SIDING. TRIMMED EDGE OF (E) BLDG PAPER HEAD FLASHING INSTALLATION SCALE: NTS (E) BLDG. PAPER CUT HEAD FLASHING 4 FOLD AROUND WINDOW OPENING AS SHOUN. EXTEND 1-1/2• BEYOND RO. AT HEAP AND JOSS. ADHERE PENETRATION FLASHING TO OUTSIDE FACE OF WALL S-EAM(11r1P. EACH SIPE OF WALL) MEMBRANE FLASHING AT HEAD SCALE: NTS NOTE: REMOVE (E) sipP4s BACK MOM (E) R.O. AS RE= (E) Siam NOT 61-1OILN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. — INSTALL JAMB FLANGE FLASHING OVER WINDOW NAILING FLAME AND FLASHING. MEMBRANE FLASHING AT JAMB SCALE: NTS MALL HEAD FLANGE FLASHING OVER WINDOW NAILIN G FLANGE AND FLAWING. (E) SIDING (E)13LDG. PAPER BENEATH GOING INSTALL W. BUTT TIGHT TO TRIMMED EDGE OF (E) BIDING. APPLY SEALANT BEAD TO JOINT 13ETILEEN WINDOW TRIM AND SIDING. WOOD TRIM INSTALLATION SCALE: NTS LeAvE cAi' IBETILEEN W111,100W TRIM AND WINDOW FRAME. INSTALL CONT. BEAD OF SEALANT ANp BACKER ROD IN GAP. GENERAL NOTES h MEMBRANE FLASHING 15 SPECIFIED IN 01211 AS %ELF AD•EARNG MEMBRANE PLANING" TYPICALLY REPERED TO AS "PEEL AND STICK' 2: DETAILS 't 2, ANp 3" REFER TO MEMBRANE INSTALLATION PRIOR TO WINDOW INSTALLATION 3: PETALS "5, 11,, AND 1' RIPER TO MEMBRANE INSTALLATION AFTER WINDOW HAS BEEN SET IN PLACE, 61-EM:Pi AND ANCHORED. 4: DETAILS "S AND 9" REFER TO SHEET METAL HEAP FLASHIM. 5: DETAILS 10 REFER TO WOOD TRIM AND CAULK JOINTS. NOTE: REMOVE (E) SIDING BACK FROM (E) R.O. AS FEQ'D (E) BEING NOT 814011N FOR CLARITY. REPLACE AND OR MALI NEW 811,11kIG AMER MEMBRANE FLASHING I4A9 BEEN MULLED. 0 WINDOW FLASHING INSTALLATION SCALE: NTS Diaft,rwri rREVIEWED FOR CODE COMPLIANCE APPRAVED JUL 2 0 2010 City of Tukwila BUILDING niminm RECEIVED CITY OF TUKWILA JUL 1 4 2010 PERMIT CENTER SISTEMPER ARCHITECTS L Frotenional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 90100 (20e) 624-2777 • FAX (208) 024-2979 f:':',TATE Or 0810.03.1101B •11/10 0 0 cez z w <nuti ce 1— z 0 z MPROVEMENTS AIP NUMBER 5-53-0058-040 DATE 711/10 ISSUED BID PACKAGE M-15 100% CD PROJECT ARCHITECT Jo PROJECT MANAGER M L &T F DRAWN LB &J H WINDOW FLASHING DETAILS A2.3 0810.03.1101B ABBREVIATIONS LEGEND DRAWING INDEX ACM ACU AFC AFF APPROX ARCH ASH RAE BFC BFF BOD BTUH CD CFM CIRC COND CONT COORD CW DEG DIA DIM DN DWG E, EXIST EA ELEV, EL EAT EG ESP EWT EXH EXP F FD FLA FPM FT G GA GAL GALV GPM GRD GWB HP H VAC HW HWC HWG HWR HWS IN KW LAT LWG LWT MAX MBH MCA MIN MTG MFG NC NIC NFPA NG NO NTS OA OAT OC OBD PH POC PSI RA REF REQD RG RPM SA SEC SG SHT SM SMC So SP SPD SPEC TDH TOD TPD TSP TYP V VD VTR W WB W/ WG WSVIAQ ASBESTOS CONTAINING MATERIALS AIR CONDITIONING UNIT ABOVE FINISHED CEILING ABOVE FINISHED FLOOR APPROXIMATE ARCHITECT AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS BELOW FINISHED CEIUNG BELOW FINISHED FLOOR BOTTOM OF DUCT BRITISH THERMAL UNITS PER HOUR CEILING DIFFUSER CUBIC FEET PER MINUTE CIRCULATING CONDENSATE CONTINUATION COORDINATE COLD WATER DEGREE DIAMETER DIMENSION DOWN DRAWING EXISTING EACH, EXHAUST AIR ELEVATION ENTERING AIR TEMPERATURE EXHAUST GRILLE EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXHAUST EXPANSION FAHRENHEIT FIRE DAMPER, FLOOR DRAIN FULL LOAD AMPS FEET PER MINUTE FOOT, FEET GAS GAUGE GALLONS GALVANIZED GALLONS PER HOUR GRILLES, REGISTERS, AND DIFFUSERS GYPSUM WALLBOARD HORSEPOWER HEATING, VENTILATION AND AIR CONDITIONING HOT WATER HOT WATER CIRCULATION HIGH WALL GRILLE HOT WATER RETURN HOT WATER SUPPLY INCH KILOWATT, (1000 WATTS) LEAVING AIR TEMPERATURE LOW WALL GRILLE LEAVING WATER TEMPERATURE MAXIMUM 1000 BTU PER HOUR MINIMUM CIRCUIT AMPS MINIMUM MOUNTING MANUFACTURER NORMALLY CLOSED NOT IN CONTRACT NATIONAL FIRE PROTECTION ASSOCIATION NATURAL GAS NORMALLY OPEN NOT TO SCALE OUTSIDE AIR OUTSIDE AIR TEMPERATURE ON CENTER OPPOSED BLADE DAMPER PHASE POINT OF CONNECTION POUNDS PER SQUARE INCH RETURN AIR REFERENCE REQUIRED RETURN GRILLE REVOLUTIONS PER MINUTE SUPPLY AIR SEATTLE ENERGY CODE SUPPLY DIFFUSER SHEET SHEET METAL SEATTLE MECHANICAL CODE SCREENED OPENING STATIC PRESSURE STATIC PRESSURE DROP SPECIFICATIONS TOTAL DYNAMIC HEAD TOP OF DUCT TOTAL PRESSURE DROP TOTAL STATIC PRESSURE TYPICAL VOLT, VENT VOLUME DAMPER VENT THRU ROOF WASTE WET BULB TEMPERATURE WITH WATER GAUGE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE NOTE: DRAWINGS MAY NOT CONTAIN ALL ABBREVIATIONS LISTED SYMBOL ABBR XX ■.■ OR XX 0 X/Y DESCRIPTION DETAIL OR SECTION CALLOUT SHEET WHERE SECTION OR DETAIL SHOWN DIRECTION OF CUTTING PLANE SECTION CUT LINE DIRECTION OF FLOW EQUIPMENT ITEM XX LINE, ARCHITECTURAL BACKGROUND LIGHT LINE, EXISTING HEAVY LINE, NEW WORK ROUND DUCT DIAMETER X PLAN OR HORIZONTAL DIMENSION Y ELEVATION OR VERTICAL DIMENSION EXISTING WORK TO BE REMOVED BREAK IN PIPE OR DUCTWORK FLAG NOTE REVISION NOTE AREA CLOUDED CONTAINS CHANGES TO DRAWINGS SUBSEQUENT TO PREVIOUS ISSUE M1.0 LEGEND, SCHEDULES, ABBREVIATIONS, GENERAL NOTES AND DRAWING INDEX M2.0 BASEMENT MECHANICAL PLAN AND DETAILS GENERAL NOTES 1. THE MECHANICAL SYSTEM SHALL CONSIST OF ALL WORK SHOWN ON THE DRAWINGS, INCLUDING FLOOR PLANS. DIAGRAMS, DETAILS, ETC., AND ALL WORK AS IDENTIFIED IN THE SPECIFICATIONS. WORK INCLUDES FURNISHING, INSTALLING SYSTEM, INTEGRATION, TESTING, TRAINING AND WARRANTY OF THE MECHANICAL SYSTEMS AS SHOWN AND SPECIFIED. PROVIDE A COMPLETE AND OPERABLE MECHANICAL SYSTEM COMPLETE WITH ALL MECHANICAL WORK AS REQUIRED FOR SYSTEM OPERATION. 2. THE DESIGN OF MECHANICAL SYSTEMS HAS BEEN BASED UPON THE EQUIPMENT AS MANUFACTURED BY THE MANUFACTURERS LISTED ON THE EQUIPMENT SCHEDULE. EQUIPMENT NAMED IN THE SPECIFICATIONS MAY BE SUBSTITUTED PROVIDED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL SCHEDULED AND SPECIFIED CRITERIA, AND HAS THE WRITTEN APPROVAL OF THE TECHNICAL REPRESENTATIVE. COORDINATE THE INSTALLATION WITH ALL TRADES AND GUARANTEE IN WRITING THAT NO ADDITIONAL COST WILL BE INCURRED DUE TO PRODUCT SUBSTITUTION. 3. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE DIMENSIONS BEFORE BEGINNING CONSTRUCTION OR ORDERING EQUIPMENT. DO NOT SCALE FROM PLANS. 4. DIMENSIONS SHOWN FOR DUCTWORK WITH INSULATION SHALL BE NET FREE DIMENSION WITH INSULATION INSTALLED. INSULATION SHALL MEET SEATTLE ENERGY CODE (SEC) CHAPTER 5, 503.9 REQUIREMENTS. 5. DUCTWORK PENETRATIONS THROUGH WALLS, PARTITIONS, CEILINGS AND ROOFING SYSTEMS SHALL BE SEALED AIRTIGHT. DUCTWORK, OR STRUCTURAL COLUMN PENETRATION THROUGH DUCTS SHALL BE SEALED AIRTIGHT. 6. PROVIDE ALL REQUIRED ELECTRICAL POWER, AND CONTROL INTERFACE AND CONNECTIONS AS REQUIRED FOR SYSTEM OPERATION. COORDINATE REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. 7. PROVIDE ACCESS PANELS AS REQUIRED TO MAINTAIN EQUIPMENT, ACCESS VALVES AND DAMPER OPERATORS. 8. COORDINATE LOCATION OF THERMOSTATS AND ALL WALL MOUNTED EQUIPMENT, WITH THE TECHNICAL REPRESENTATIVE. LOCATIONS AS SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. LOCATE THERMOSTATS 4' -0" AFF. UNLESS NOTED OTHERWISE. 9. PROVIDE UNIT SUPPORT PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE MATERIALS AND SERVICES INCLUDING BUT NOT LIMITED TO, ADDITIONAL STEEL, SUPPORT BRACKETS, HANGERS, ACCESSORIES, AND STRUCTURAL ENGINEERING AS REQUIRED TO SUPPORT EQUIPMENT. 10. MAINTAIN 1O' -0" CLEARANCE BETWEEN OUTSIDE AIR INTAKE AND EXHAUST OUTLET. 11. PROVIDE FRAMING, CUTTING, BLOCKING AND PATCHING AS REQUIRED. 12. MAINTAIN 3' -0" CLEARANCE FROM EXHAUST OUTLET TO OPERABLE WINDOW OR DOOR. SYMBOL SX X ABBR fb.% cg.?1 DESCRIPTION DIFFUSER, REGISTER OR GRILLE CALL OUT CFM AMOUNT DN DUCT OFFSET DOWN IN FLOW DIRECTION UP DUCT OFFSET UP IN FLOW DIRECTION DUCT WITHOUT INSULATION INSULATED DUCT UNDERGROUND OR ATTIC DUCT W/ INSULATION ALTERNATE DUCT DUCT FLEX CONNECTION VD VOLUME DAMPER RETURN AIR OR EXHAUST AIR DUCT RA/EA RG RETURN AIR GRILLE SA SUPPLY AIR OUTLET, SIDEWALL SA SUPPLY AIR DUCT RA/EA RETURN AIR OR EXHAUST AIR DUCT SD SUPPLY GRILLE OR DIFFUSER OPEN AREA INDICATED ACTIVE ELEMENTS (4 WAY IF HATCH IS NOT SHOWN) LINEAR DIFFUSER EA EXHAUST AIR DUCT, EXHAUST AIR GRILLE TRANSITION - RECTANGULAR TO ROUND RECTANGULAR ELBOW WITH TURNING VANES SWITCH 10 OR MO THERMOSTAT EQUIP IDS EQUIPMENT LOCATION NG • 0 MOD MOTOR OPERATED DAMPER NG NATURAL GAS PIPE PIPE /DUCT ELBOW DOWN PIPE/DUCT ELBOW UP BALL VALVE APPLIANCE REGULATOR TWO WAY VALVE DIRT LEG CLEARANCE REQUIREMENT MECHANICAL / ELECTRICAL COORDINATION ITEM NO. EQUIPMENT CONTROL EQUIPMENT REMARKS PROVIDED UNDER DIVISIOF FURNISHED/MOUNTED UNDER DIVISION WIRED UNDER DIVISION REMARKS DESCRIPTION VOLTS PH 412 C08 "WG 7 "0 EXTERIOR 15 16 15 16 N/A 15 16 N/A - MOTOR OPERATED DAMPER 24 1 X X X 1,2 REMARKS: 1 - VERIFY QUANTITY FROM PLANS (TYPICAL ALL) 2 - DISCONNECT SWITCH WALL CAP SCHEDULE MARK LOCATION CFM AIR VELOCITY FPM STATIC PRESSURE SIZE LOCATION REMARKS WC -1 EXTERIOR 110 412 C08 "WG 7 "0 EXTERIOR 1,2 REMARKS: 1. PROVIDE ALL WALL CAPS WITH INSECT SCREEN 2. BASIS FOR DESIGN: FAMCO HOODED WALL VENT A. OR APPROVED EQUAL 2006 WSVIAQ RESIDENCE CODE FLOOR AREA NUMBER OF BEDROOMS CODE REQUIRED VENTILATION VENTILATION PROVIDED NOTES 0810.03.1101B 1884 4 95 -143 CFM 110 CFM 1 NOTES: 1. VENTILATION PROVIDED PER THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, TABLE 3 -2 MINIMUM INSULATION THICKNESS DUCT LOCATION 1 MIN VALUE INOTES ON ROOF OR ON EXTERIOR OF BUILDING R -8 WITH WEATHERPROOF BARRIER 1,3 ATTIC, GARAGE, CRAWL SPACE, IN WALLS, IN FLOOR /CEILING R -8 1,2,3 WITHIN CONDITIONED SPACE OR IN HEATED BASEMENTS R -8 1,3 IN CEMENT SLAB OR IN GROUND R -5 1,3 NOTES: 1. THICKNESS OF INSULATION IS DEFINED AS THE THICKNESS OF THE BASIC INSULATING MEDIUM NOT INCLUDING FINISHING MATERIALS. 2. INSULATION MAY BE OMITTED ON THAT PORTION OF A DUCT WHICH IS LOCATED WITHIN A WALL OR FLOOR /CEILING SPACE WHERE BOTH SIDES OF THIS SPACE ARE EXPOSED TO CONDITIONED AIR AND WHERE THIS SPACE IS NOT VENTILATED OR OTHERWISE EXPOSED TO UNCONDITIONED AIR. 3. REFER TO SEATTLE ENERGY CODE FOR ADDITIONAL REQUIREMENTS. DRAWING NOTES: 1. LEAD PAINT IS PRESENT AT THIS RESIDENCE. REFER TO SPECIFICATIONS SECTIONS 01011 AND 02080 FOR REGULATED MATERIALS ABATEMENT. 2. SEE RESIDENCE #0810.03.1101A FOR ADDITIONAL HVAC MODIFICATIONS TO SATISFY WSVIAQ CODE. SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVF.ID CITY OF TUKWILA JUL 14 2010 PERMIT CENTER EXPIRES: 9/08/2010 S.MSTEMPER ARCHITECTS a Plafeadtmal Matted UAW, cow 4000 DELRMDGE WAY SW SUITS 200 • SEATTLE, WA 08100 (MOO 084 -8777 • FAX (800) 684 -8973 THE GREENBUSCH GROUP, INC Ma®oa t(2O) 3 � mESr rune 5-0e 1 FNi i- ce O 0 J z 0 z w 1 z z 0 U z MPROVEMENTS AIP NUMBER 5-53- 0058 -040 z 0 0 z (0 J DATE 7/1/10 ISSUED BID PACKAGE M -15 100% CD PROJECT ENGINEER CA PROJECT MANAGER DO DRAWN CA, DO & MM LEGENDS, SCHEDULES, ABBREVS., GENERAL NOTES, & DWG INDEX M1.0 0810.03.1101B S MSTEMPER ARCHITECTS A Psatmiaoei Limiter liabEik! Compaq 4000 DELRWGE WAY SW SUITE 200 • SEATTLE, UA 98100 (2O11) 084 -8777 • VAX OM) 604 -BM IV .NIMI (E)SG FAMILY ROOM SEE RESIDENCE XO810.03.1101 A FOR ADDITIONAL HVAC MODIFICATIONS TO SATISFY WSVIAQ CODE. 3' -MIN (E)SG BATH BASEMENT MECHANICAL PLAN SCALE: 1/4" = 1' -0" (E)WATER HEATER (E)SUPPLY (E)FURNACE ri STO E PROOM (E)SG CEILING OUTSIDE AIR DUCT, SIZE AND ROUTE PER PLAN (E)18/12 RETURN VOLUME DAMPER, FIELD VERIFY SIZE PRIOR TO ORDERING - MOD, INTERLOCK TO FURNACE POC (E)NG FLOOR OUTSIDE AIR TO FURNACE ELEVATION SCALE: NONE DUCT PER PLAN SHEETMETAL TRANSITION TO DIFFUSER NECK SIZE DRAWING NOTES: 1. RESIDENCE CONDITIONED BY FULLY DUCTED FURNACE SYSTEM. 2. FIELD VERIFY OUTSIDE AIR INLET LOCATION IS AT MINIMUM 10 FEET AWAY OR 2 FEET BELOW ANY HAZARDOUS OR NOXIOUS SOURCE PER SMC 401.5.1. 3. SEE ELECTRICAL DOCUMENTS FOR FURNACE WIRING MODIFICATION. AT THE TIME OF FINAL INSPECTION, THE WHOLE HOUSE FAN SHALL OPERATE FOR AT LEAST 8 HOURS A DAY, INDEPENDENT OF CALL FOR HEATING, TO SATISFY THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 3 (CONTROLS FOR WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY - CONSUMING APPUANCES). COORDINATE FINAL TIME SETTING WITH PROJECT REPRESENTATIVE. FLAG NOTES: CUT AND PATCH STUD WALL AS REQUIRED TO INSTALL WALL CAP. REFER TO ARCHITECTURAL DRAWINGS AND TECHNICAL SPECIFICATIONS. INSULATE ALL DUCT AS SCHEDULED. REFER TO THE MINIMUM INSULATION SCHEDULE ON M1.0. ROUTE DUCT TIGHT TO CEILING. FIELD VERIFY POC OF OUTSIDE AIR DUCT TO (E) FURNACE IS WITHIN 4 FEET OF FURNACE RETURN INLET PER WSVIAQ. CUT DUCT AND INSTALL A VOLUME DAMPER ON THE EXISTING FURNACE RETURN AIR DUCT. VOLUME DAMPER SHALL ALLOW FOR BALANCING THE OUTSIDE /RETURN AIR TO PROVIDE THE SCHEDULED VOLUME OF OUTSIDE AIR. FIELD VERIFY RETURN AIR DUCT SIZE PRIOR TO ORDERING. IF A VOLUME DAMPER EXISTS IN THIS LOCATION, IT MAY BE REUSED. CAULK FOAM BACKER ROD WALL CAP SLEEVE AND ESCUTCHEON WALL NOTES: 1. INSTALL WALL CAP PER MANUFACTURER'S WRITTEN INSTRUCTIONS. WALL CAP INSTALLATION DETAIL SCALE: NONE t;ijOiy7 SEPARATE 4 PERMIT AND APPROVAL REQUIRED RECEIVEJD CITY OF TUKWILA JUL 14 2010 PERMIT CENTER EXPIRES: 9/08/2010 THE GREENBUSCH GROUP, INC r sumo .--s lM 01 )3378 -0500 VT BlNleWO 375U -075 1 FAX 0810.03.1101 B i- ce 0 0 ce J z 0 Z W z Z 0 Z MPROVEMENTS AIP NUMBER 5-53- 0058 -040 DATE 7/1/10 ISSUED BID PACKAGE M -15 100% CD PROJECT ENGINEER CA PROJECT MANAGER DO DRAWN CA, DO &MM BASEMENT MECHANICAL PLAN AND DETAILS M2.0 0810.03.1101B N TIMER SWITCH H H SET FOR SHR PER DAY. SEE MECH. SUPPLY FAN - tj 120V OUTSIDE AIR DAMPER SEE MECH MANUAL STARTER SWITCH PROGRAMMABLE T -STAT, SEE MECH SUMMER MODE SCHEMATIC DIAGRAM NOT TO SCALE NOTE: THE SCHEMATIC DIAGRAM ABOVE IS BASED ON A GENERIC CONTROL SCHEMATIC AND IS NOT INTENDED TO REPRESENT EXACT CONDITIONS OR SPECIFIC REQUIREMENTS. CONTRACTOR TO ALLOW IN BID, COSTS TO STUDY EXISTING FURNACE AND DEVELOP THE INTERLOCK CONTROL REQUIRED FOR SUMMER MODE OPERATION SIMILAR TO THE CONTROL DEPICTED ABOVE. SEPARATE FROM HEAT > HEAT > ELECTRICAL LEGEND DESCRIPTION DESCRIPTION LIGHTING OR POWER PANEL BRANCH CIRCUIT WIRING AND CONDUIT AS REQUIRED FOR CKTS DEVICES AND EQUIP INDICATED ON PLANS. WIRING AND CONDUIT SIZE MAY NOT APPEAR ON PLANS). PROVIDE CONDUCTORS AND CONDUIT PER NEC CODE. #12 AWG, 1/2"C. MIN. EMT OR RIGID STEEL. 1 INDICATES EQUIP GND. INDICATES ISOLATED GROUND. EQUIPMENT CONNECTION, SEE EQUIPMENT CONNECTION SCHEDULES FOR SPECIFIC REQUIREMENTS. DAMPER CONNECTION EP NON -FUSED DISCONNECT SWITCH 0 MAST, WEATHERHEAD TOGGLE TYPE MOTOR DISCONNECT SWITCH WITH THERMAL OVERLOADS BRANCH CIRCUIT HOME RUN SMOKE DETECTOR r:E3 ELECTRICAL METER } TIMER OPERATED SWITCH AERIAL SERVICE CONDUCTORS, COORDINATE WITH UTILITY. THERMOSTAT ELECTRICAL - PROJECT NOTES 1. CONTRACTOR AND THEIR SUBCONTRACTORS TO HAW ACCESS TO HOUSE BETWEEN 8:00 AM TO 5:00 PM, ALL ELECTRICAL WORK FOR EACH DAY MUST BE COMPLETED IN THAT TIME PERIOD. 2. ISOLATED DEMOLITION OF WALL AREAS TO FACILITATE INSTALLATION OF ELECTRICAL DEVICES SHALL BE LIMITED, PATCHED AND PAINTED AFTER WORK IS COMPLETED. 3. MAXIMUM POWER OUTAGE IS TO BE NO LONGER THAN EIGHT HOURS. POWER MUST BE PROVIDED AT EACH UNIT BEFORE 8:00 AM & AFTER 5:00 PM. 4. WHERE NEW ELECTRICAL EQUIPMENT OR DEVICES REPLACES EXISTING, CUT AND PATCH AS REQUIRED. REMOVE ALL PAINT LINES, PROVIDE SHEET ROCK, TAPE AND TEXTURE AND PAINT TO FILL ALL HOLES LEFT FROM EXISTING CONDITION OR NEW ROUGH -IN. PAINT TO MATCH SURROUNDING CONDITIONS. ELECTRICAL PLAN NOTES 0 PROVIDE SMOKE DETECTOR WITH BATTERY BACK -UP. SEE SPECIFICATION SECTION 16100. PROVIDE INSTALLATION ON CEILING PER DETAIL AND MANUFACTURER INSTRUCTIONS. REPLACE ANY EXISTING DETECTOR AT THIS LOCATION AND PATCH EXIST CEILING. 02 PROVIDE CONNECTION FOR 24V DAMPER. PROVIDE MOTOR RATED TOGGLE SWITCH AS DISCONNECT. ACQUIRE 24V POWER FROM FURNACE. PROVIDE TIMER SWITCH AND COMPLETE CONNECTIONS FOR SUMMER MODE OPERATION. SEE WIRING SCHEMATIC DIAGRAM. FAM 11_ 1r ROOM 5TO12AC E FUR TO FURNACE POWER SUPPLY F3AT1 =1 1 5TOfi2ACE ISE ID 12OOM 1 BASEMENT PLAN 1 /4" = 1' NORTH SEPARATE PERMIT AND APPROVAL REQUIRED rri RECEIVED CITY OF TUKWILA JUL 14.2010 PERMIT CENTER S.M,STEMPER ARCHITECTS A Professional limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (2D9) 624 -2777 • FAX (206) 624 -2873 ■ NNIN■ ■NN, III Ste WO RIMY, MN MIMI 4180 • ISS 1601104M NO EU f 0810.03.1101B ce 0 0 ce -J 0 w z 0 U 0 MPROVEMENTS 0 w w ce w z LL U J 1- z (1) w 0 w AIP NUMBER 5 -53- 0058 -040 DATE ISSUED 7/1/10 BID PACKAGE M -15 100% CD PROJECT ENGINEER JO PROJECT MANAGER ML &TF DRAWN LB &JH ELECTRICAL PLAN E1.0 0810.03.1101 B